Informal document SC.3/WP.3 No. 16 (2011)
Distr.: Restricted 9 June 2011
English only
Working Party on Inland Water Transport Working Party on the Standardization of Technical and Safety Requirements in Inland Navigation Thirty-ninth session Geneva, 15–17 June 2011 Item 5 of the provisional agenda Strategic development of inland waterway infrastructure
Information on the second revision of the UNECE Inventory of Main Standards and Parameters of the E-Waterway Network (“Blue Book”)
Note by the secretariat
I. Introduction
1. As part of the background material for the Expert meeting on Strategic development of inland waterway infrastructure on 16 June 2011, the secretariat proposes below the draft content of the second edition of the UNECE Inventory of Main Standards and Parameters of the E-Waterway Network (“Blue Book”) (ECE/TRANS/SC.3/144/Rev.1). 2. The revision of the Blue Book is carried out by the secretariat in accordance with the decision of the fifty-fourth session of the Working Party on Inland Water Transport (SC.3) (ECE/TRANS/SC.3/187, para. 16). The current draft incorporates the information submitted by the Governments of Belarus, Belgium, Bulgaria, Czech Republic, France,* Germany, Italy, Lithuania, Luxembourg, Netherlands, Russian Federation, Serbia, Switzerland and United Kingdom. 3. In accordance with the SC.3 decision to use in the revision of the Blue book the information available in the 2009 PLATINA Inventory of bottlenecks and missing links on the European waterway network (ECE/TRANS/SC.3/187, para. 15), the section on “Bottlenecks and Missing Links in the Network of Main Inland Waterways of International Importance” was revised based on the information provided by PLATINA. 4. The final draft of the revised Blue Book shall be submitted for consideration and approval by Governments in time for the fifty-fifth session of SC.3 (12–14 October 2011).
* The information was provided by Voies Navigables de France and will be submitted to the Government of France for final approval. Informal document SC.3/WP.3 No. 16 (2011) page 2 II. Draft content of the second edition of the UNECE Inventory of Main Standards and Parameters of the E-Waterway Network (“Blue Book”)
5. In accordance with the original content of the Blue Book, the second revision will contain the following information: A. List of bottlenecks and missing links in the network of main inland waterways of international importance 6. The draft content of the list is presented in Annex 1. B. Navigational Characteristics of Main European Inland Waterways of International Importance 7. The draft table on navigational characteristics of main European inland waterways of international importance is presented in Annex 2. C. Parameters of Locks of Inland Waterways of International Importance 10. The draft table on Parameters of Locks of Inland Waterways of International Importance is presented in Annex 3. D. Technical Characteristics of Inland Navigation Ports of International Importance. 11. The draft table on Technical Characteristics of Inland Navigation Ports of International Importance is presented in Annex 4. 12. Notes to Tables 1, 2, 3 are presented in Annex 5. Informal document SC.3/WP.3 No. 16 (2011) page 3
Annex 1 List of bottlenecks and missing links in the network of main inland waterways of international importance
Austria
Missing links: Danube-Oder-Elbe Connection (E 20). Basic bottlenecks: none. Strategic bottlenecks: Danube (E 80) from 2,037.0 to 2,005.0 – low fairway depth (in some locations down to 2.20 m).
Belarus
Missing links: none. Basic bottlenecks: none. Strategic bottlenecks: • Mukhovets (E 40) from Brest to Kobrin – low maximum draught (1.6 m). • Dneprovsko-Bugskiy Canal (E 40) from Kobrin to Pererub – low maximum draught (1.6 m). • Pina (E 40) from Pererub to Pinsk – low maximum draught (1.6 m). • Pripyat (E 40) from Stakhovo to Pkhov – low maximum draught (1.3 m). • Pripyat (E 40) from Pkhov to Belarus/Ukrainian border – low maximum draught (1.5 m).
Belgium
Missing links: • Meuse – Rhine link.* • Maldegem – Zeebrugge (E 07). Basic bottlenecks: • Kanaal Bocholt – Herentals (E 01-01), Bocholt – Dessel section. • Zuid – Willemsvaart (E 01-01), section Bocholt – Belgium/Netherlands border. • Gent – Oostende Canal (E 02), Brugge – Beernem section.
* This link is not mentioned in the AGN Agreement and its inclusion into the Inventory has been suggested by the Government of Belgium.
Informal document SC.3/WP.3 No. 16 (2011) page 4
• Harelbeke – Halluin lock (E 02) – upgrading from class II to class IV. The project is under way. • Plassendale - Nieuwpoort Canal (E 02-02-01). • Charleroi-Bruxelles Canal (E 04), Lembeek - Bruxelles section – upgrading the height under bridges and improvement of the waterway is required. • Bossuit - Kortrijk Canal (E 05-01), Zwevegem – Kortrijk section. • Dender (E 05-04), Aalst – Dendermonde section. Strategic bottlenecks: • Condé-Pommeroeul Canal (E 01) – re-opening of section currently not in service. • Nimy-Blaton-Peronnes Canal (E 01) – upgrading to class Va. • Canal du Centre (E 01) – upgrading to class Va. • Charleroi-Bruxelles Canal (E 01) – upgrading to class Va. • Meuse (E 01) in Ivoz-Ramet and Ampsin-Neuville (E 01) – upgrading to class VIb. • Meuse (E 01) from Pont d'Ougrée to Liège – upgrading from class Vb to class VIb is envisaged. • Canal de Lanaye (E 01) – building of a class VIb lock is under way. • Lys Mitoyenne – Lys (Menin – Deinze section) and Lys Derivation Canal up to Schipdonk (E 02) – upgrading from class IV to class Vb is envisaged within the Seine – Escaut link project. • Bruxelles – Schelde (E 04) – upgrading from class Va to class VIb is envisaged. • Haut Escaut (E 05) on section Bléharies-Hérinnes – Tournai passage – upgrading to class Va. • Albertkanaal (E 05), Wijnegem passage and section Kanne – Liège – upgrading from class Vb to class VIb is envisaged.
Bosnia and Herzegovina
Missing links: none Basic bottlenecks: Sava (E 80-12) 507.0–174.8 km – upgrading from classes III/IV to classes IV/Va. Strategic bottlenecks: none
Bulgaria
Missing links: none Basic bottlenecks: none Strategic bottlenecks: Danube from 845.5 to 375.0 km – low fairway depth at dry seasons (below 2.50 m – value recommended by the Danube Commission) at several critical sections i.e.: Informal document SC.3/WP.3 No. 16 (2011) page 5
• from 845.5 to 610.0 km, with fairway depth limited to 2.10-2.20 m for 10–15 days a year, and • from 610.0 to 375.0 km, with fairway depth limited to 1.80-2.00 m for 20–40 days a year.
Croatia
Missing links: Danube – Sava Canal (E 80-10) from Vukovar to Samac. Basic bottlenecks: Sava (E 80-12) from Serbian/Croatian State border to Sisak - upgrading from class III/IV to classes IV (section between Sisak and Brčko) and Va (section between Brčko and Serbian/Croatian border). Strategic bottlenecks: none.
Czech Republic
Missing links: Danube – Oder – Elbe Connection (E 20 and E 30). Basic bottlenecks: Elbe (E 20) from State border to Ústí nad Labem – extremely low fairway depth at dry seasons (0.9–2.0 m), in the years 1997–2004, the draught was less than 1.40 m during 160–262 days a year making the section commercially non-navigable; the construction of two locks is necessary. Strategic bottlenecks: • Elbe (E 20) from Mělník to Chvaletice - and narrow width of lock gates (12.0 m); from Chvaletice to Pardubice the construction of a lock at Přelouč is necessary. • Vltava (E 20-06) – From Mělník to Praha–- low height under bridges (4.5 m) and narrow width of lock gates (11.0 m).
Finland
Missing links: none. Basic bottlenecks: none. Strategic bottlenecks: Saimaa Canal (E 60-11) from Vyborg (Russian Federation) to Kuopio/Joensuu – upgrading to class Va is envisaged.
France
Missing links: • Seine – Moselle Link (E 80). • Seine – Escaut Link (E 05). • Saône – Moselle Link (E 10-02)/Saône - Rhine Link (E 10). *
* Public debate on the possibility of a Saône-Moselle/Saône-Rhine Link provided by the Grenelle Law.
Informal document SC.3/WP.3 No. 16 (2011) page 6 Basic bottlenecks: • Meuse (E 01-02) between Givet and the Belgian border – upgrading to class IV is under way. • Seine (E 80-04) between Bray-sur-Seine et Nogent – upgrading is envisaged. Strategic bottlenecks: • Oise (E 80) from Creil to Compiègne – low draught and height under bridges (3.00 m and 5.76 m, respectively) – increasing the water draught up to 4.00 m is envisaged. • Oise (E 80) from Conflans to Creil – low draught and height under bridges (3.40 m and 5.18 m, respectively) – increasing the water draught up to 4.00 m is under way. • Moselle (E 80) – lifting of bridges between Metz and Apach enabling 3-layer container transport – works completed, service available 300 days per year. • Network Nord Pas-de-Calais (E 02 and E 05) – lifting of bridges and upgrading of links with Belgium to class Va. Lifting to 5.25 m is being completed, lifting to 7.00 m is envisaged. • Deûle and Deûle Canal (E 02) from Quesnoy/Deûle to Lille - upgrading to class Va is under way, increasing the water draught up to 3.50 m is envisaged, from Lille to Bauvin - low height under bridges (5.06 m), lifting to 5.25 m is being completed. • Lys mitoyenne (E 02) – increasing the water draught up to 3.50 m is envisaged. • Dunkerque - Escaut link and Escaut (E 01) up to Condé – low height under bridges (4.44 m), lifting to 5.25 m is being completed. • Escaut (E 01) – increasing the water draught up to 3.50 m is under way. • Condé – Pommeroeul Canal (E 01) – increasing the water draught up to 3.50 m is envisaged. • Rhône – Sète Canal (E 10-04) – upgrading to class Va is under way. • Saône (E 10) – extension of Couzon lock to 190.0 m by 11.40 m is envisaged.
Germany
Missing link: none. Basic bottlenecks: • Saale (E 20-04) from Calbe to the mouth into the Elbe upgrading to class IV is under way. • Mittellandkanal (E 70) – sections which have not yet been modernized are being upgraded to class Vb. The project is under way. • Elbe – Havel – Kanal (E 70) – upgrading from class IV to class Vb is under way. • Untere Havel – Wasserstraße (E 70) from Plauen to Spree - upgrading from class IV to class Vb is under way. • Berlin region waterways (various sections) upgrading to classes IV and Va is under way. Informal document SC.3/WP.3 No. 16 (2011) page 7
• Havel – Oder – Wasserstraße (E 70) – upgrading from class IV to class Va is under way to enable navidation of vessels with to layers of containers. Strategic bottlenecks: • Rhine (E 10) – low fairway depth at dry seasons: downstream from Duisburg (2.5 m) and from St. Goar to Mainz (1.9 m) and low height under bridges at Kehl/Strasburg (6.75 m). • Rhine – Herne Kanal (E 10-03) – upgrading to class Vb is under way on sections which have not yet been modernized. • Dortmund – Ems Kanal (E 13) from 108.3 km to 21.5 km – upgrading to class Vb is under way. • Weser (E 14) from 360.7 km to Minden – low fairway depth (2.5 m). • Elbe (E 20): lower Elbe – need for lifting of bridges for container transport with three layers of containers; middle Elbe from Lauenburg upstream to the border between Germany and the Czech Republic – low fairway depth at dry season (1.4 m). • Mosel (E 80) – construction of 10 second lock chambers is under way. • Main (E 80) upstream from Würzburg – low fairway depth (2.5 m). • Danube (E 80) from Straubing to Vilshofen – low fairway depth (1.55 m). • Danube (E 80) – low height under the railway bridge in Deggendorf (km 2,285.87) – 4.70 m – upgrading to 7.00 m is under way. • Danube (E 80) – low height under bridges at Bogen (km 2,311.27) – 5.00 m; at Passau (km 2,225.75) – 5.15 m and (km 2,230.28) – 6.30 m – upgrading to 7.00 m is necessary. • Weser (E 14) – upgrading of Minden and Dörverden Locks. Other bottlenecks, the elimination of which is anticipated to become economically viable only in the framework of a replacement programme supported by a particular investment scheme: • Dortmund – Ems Kanal (E 13) to the North of the Mittellandkanal – a number of locks have a width of only 10.00 m. • Datteln – Hamm Kanal (E 10-01) - to the East of the Hamm Harbour. • Neckar (E 10-07) – adaptation of fairway width and lock dimensions to class Va waterway. • Canals branching off from the Mittellandkanal (E 70-02, 70-04 and 70-06) – low fairway depth and height under bridges (2.00 m and 4.00 m, respectively), insufficient dimensions of locks. • Oder – Spree Kanal (E 71) – upgrading from class III to class IV is required especially with regard to locks.
Hungary
Missing links: none. Basic bottlenecks: none.
Informal document SC.3/WP.3 No. 16 (2011) page 8 Strategic bottlenecks: • Danube (E 80) joint Slovak – Hungarian section from Sap (1,810.0 km) to 1,708.2 km – low maximum draught at dry seasons (1.70 m) and height under bridges: road bridge Medved’ov (1,806.35 km) - 8.85 m; railway bridge Komárno (1,770.4 km) – 8.10–8.15 m; road bridge Komárno (1,767.8 km) – 7.75 m. Upgrading to 2.50 m and 9.10 m respectively is required. • Danube (E 80), the section from 1,708.2 km to 1,433.0 km – low maximum draught (1.50–1.70 m) • Danube (E 80) – low height under the road/rail bridge at Dunaföldvár (1,560.55 km) – 8.73 m – upgrading to 9.10 m is required. • Danube (E 80) – low height under the road/rail bridge at Baja (km 1,480.22) – 8.09 m – upgrading to 9.10 m is required.
Italy
Missing links: • Milano – Po Canal (E 91) from Milano to Pizzighettone. • Padova Venzia Canal (E 91-03) from Romea Dock to Padova. Basic bottlenecks: • Cremona – Casale Monferrato (E 91-02) – upgrading from class III to class IV is envisaged. Strategic bottlenecks: • Fissero – Tartato – Canalbianco waterway (E 91-01) from Ostiglia to Baricetta lock – upgrading from class IV to class Va is envisaged. • Veneta Lateral Waterway (E 91) from Marghera ro Porto Nogaro – upgrading from class IV to class V is envisaged.
Lithuania
Missing links: none. Basic bottlenecks: Nemunas (E 41) from Kaunas to Jurbarkas and from Jurbarkas to Klaipeda – insufficient depth of the fairway (1.20 m and 1.50 m, respectively). Strategic bottlenecks: none.
Luxembourg
Missing links: none. Basic bottlenecks: none. Strategic bottlenecks: none. Informal document SC.3/WP.3 No. 16 (2011) page 9
Moldova
Missing links: none. Basic bottlenecks: • Prut (E 80-07) from the mouth to Branest – upgrading from class II to class Va is required. • Nistru (E 90-03) from Ukraine/Moldova State border to Bender – upgrading from class III to class Va is required. Strategic bottlenecks: none.
Netherlands
Missing links: Twente – Mittellandkanal (E 70).* Basic bottlenecks: Zuid-Willemsvaart up to Veghel (E 70-03) – upgrading to class IV is under way. Strategic bottlenecks: • Ijssel (E 70) from Arnhem to Zutphen – upgrading to class Va is under way. • Upgrading of the Zwartsluis at Meppel-Ramspol (E 12-02) is under way. • Upgrading of the Lemmer-Delfzijl section (E 15) to class Va enabling 4-layer container transport is under way. • Twente Canal (E 70) – upgrading to class Va is under way and an increase of the capacity of the Eefde lock to be carried. • Lekkanaal (E 11-02) – upgrading of the Beatrix lock. • Maas route (E 01) – upgrading to class Vb enabling 4-layer container transport.** • E 06 waterway – increasing the capacity of the Kreekrak locks.*** • E 03 waterway – increasing the capacity of the Volkerak locks and Terneuzen locks.*** • Ijsselmeer – Meppel (E 12) – insufficient fairway depth and/or width. • Amsterdam – Rijnkanaal (E 11) – upgrading of the Zeeburg locks to class VIb is under way. • Zaan (E 11-01) – adaptation to class Va with regard to fairway depth and/or width – height under the bridges and lock capacity is required. • Noordzeekanaal (E 11) – upgrading of sea locks at Ijmuiden to class Vic is envisaged.
* This project is not expected to be realised in the near future. ** The project is under study and is expected to be carried out in 2012-2018. *** The realization of this project is conditional upon agreement between the Governments of the Netherlands and Belgium.
Informal document SC.3/WP.3 No. 16 (2011) page 10 Poland
Missing links: Danube – Oder – Elbe Connection (E 30). Basic bottlenecks: • Oder (E 30) from Widuchova to Kozle – upgrading from classes II and III to class Va is required. • Glivice Canal (E 30-01) – upgrading from class III to class Va is required. • Wisla (E 40) from Biala Gora to Wloclawek and from Plock to Warszawa – upgrading from classes I and II to class Va is required. • Zeran Canal (E 40) from Zeran to Zegrze Lake – upgrading from class III to class Va is required. • Bug (E 40) from Zegrze Lake to Brest – upgrading to class Va is required. The depth is limited to 0.80 m for 210 days a year. • Warta – Notec – Bydgoski Canal (E 70) from Kostrzyn to Bydgoszcz – upgrading from class II to class Va is required. • Wisla (E 70) from Bydgoszcz to Biala Gora – upgrading from class II to class Va is required. • Szkarpawa (E 70) from Gdanska Glova to Elblag – upgrading from class III to class Va is required. Strategic bottlenecks: Oder (E 30) from Szczecin to Widuchova – upgrading from class IV to class Vb is expected.
Romania
Missing links: • Danube – Bucuresti Canal (E 80-05). • Olt (E 80-03) up to Slatina. Basic bottlenecks: • Prut (E 80-07) from the mouth to Ungheni. • Bega Canal (E 80-01-02) up to Timisoara. Strategic bottlenecks:
• Danube (E 80) from 863 to 175 km – low fairway depth at dry seasons (below 2.50 m – value recommended by the Danube Commission) at several critical sections, i.e.: from 863 to 845.5 km, with fairway depth limited to 2.20–2.30 m for 7–15 days a year; from 845.5 to 610 km, with fairway depth limited to 2.10–2.20 m for 10–15 days a year; from 610 to 375 km, with fairway depth limited to 1.80–2.00 m for 20–40 days a year; Informal document SC.3/WP.3 No. 16 (2011) page 11
from 375 to 300 km, with fairway depth limited to 1.60-2.20 m for 30-70 days a year; from 300 to 175 km, with fairway depth limited to 1.90–2.10 m for 15–30 days a year. • Danube (E 80) from 170 km to the Black Sea - low fairway depth at dry seasons (below 7.30 m – value recommended by the Danube Commission) at several critical points, i.e. at 73, 57, 47, 41 and 37 nautical miles and at the Sulina bar at the mouth of the Sulina Canal where it meets the Black Sea, where the fairway depth is limited to 6.90–7.00 m for 10–20 days a year.
Russian Federation
Missing links: none. Basic bottlenecks: none. Strategic bottlenecks:
• Don (E 90) from Kalach to Azov – low water depth (3.40 m) at sill of the Kochetov Lock (162.0 km).* • Volga (E 50) – low water depth at sill of the Gorodetski Lock (850.0 km).**
Serbia
Missing links: none Basic bottlenecks: Begej (E 80-01-02) from its mouth to the Serbian/Romanian border - upgrading from class III to at least class Va is required. Strategic bottlenecks: • Danube (E 80) from 1,405.6 to 1,227.9 km – narrow fairway conditions. • Danube (E 80) – low height under the railway bridge at Bogojevo (1,366.5 km) – 8.15 m – upgrading to 9.10 m is required. • Danube (E 80) from 863 to 845.5 km – low fairway depth at dry seasons (below 2.50 m – value recommended by the Danube Commission) with fairway depth limited to 2.20–2.30 m for 7–15 days a year. • Danube (E 80) at Novi Sad (1,254.25 km) – low height under a temporary road/railway bridge (6.82 m). • Sava (E 80-12) from its mouth to the State border – upgrading to at least class Va is required. • Tisa (E 80-01) – upgrading from class IV to class Va is under study.
* The construction of a second parallel lock is under way with a depth at sill of 4.00 m. ** Due to the fact that the Tcheboksary Reservoir is not filled up to the project level and that the water level of the Volga River at the Nijniy Novgorod - Gorodets section went down, the depth of 3.50 m at sill of the Gorodetski Lock is only ensured for 2–3 hours a day. Currently, the Government is considering the appropriate level for the filling of the Tcheboksary Reservoir. Thereafter, a decision will be taken on the way to improve the navigable conditions on this section.
Informal document SC.3/WP.3 No. 16 (2011) page 12 Slovakia
Missing links: • Danube – Oder – Elbe Connection (E 20 and E 30). • Váh – Oder Link (E 81). Basic bottlenecks: Váh (E 81), from Sered'/Hlohovec (73.0–74.0 km) to Žilina (242.0– 243.0 km) – insufficient fairway depth. Canalization of the river and its upgrading from class III to class Va in conjunction with the construction of new locks, and reconstruction of existing locks, are required. Strategic bottlenecks: • Danube (E 80) from Devín (1,880.26 km) to Bratislava (1,867.0 km) – upgrading from class VIb to class VIc when going downstream. • Danube (E 80) from Devín (1,880.26 km) to Devínska Nová Ves (Morava (E 30), 6.0 km) – upgrading to class Vb. • Danube (E 80) - insufficient height under bridges: at Bratislava (1,868.14 km) – 7.59 m, at locks of the Gabčíkovo Hydro Electrical Complex (1,826.55 km and 1,819.3 km) - 8.90 m. Upgrading is required up to 9.10 m. • Danube (E 80) from Sap (1,810.0 km) to the mouth of the Ipeľ River (1,708.2 km) – insufficient depth at low water level and insufficient height under the bridges. • Váh (E 81) from Kráľová (63.1 km) to Hlohovec (101.9 km) – construction of Sered'-Hlohovec hydraulic complex and reconstruction of canals and locks is required in order to upgrade this section of the river to class VIa. • Váh (E 81) from Komárno (0.0 km) to Selice (42.0 km) – low maximum draught (1.6 m). Navigable conditions will improve after the construction downstream on the Danube of the Gabčíkovo-Nagymaros hydraulic works.
Switzerland
Missing links: none. Basic bottlenecks: none. Strategic bottlenecks: none.
Ukraine
Missing links: none. Basic bottlenecks: • Desna (E 40-01) from the mouth to Chernihiv – upgrading from class III to class IV is required. • Dnestr (E 90-03) from Belgorod Dnestrovsky to Ukraine/Moldova border – upgrading from class III to class Va is required. • Danube, Kilia arm (E 80-09) – upgrading the fairway depth and/or width.
Informal document SC.3/WP.3 No. 16 (2011) page 13
Annex 2 Table 1: Navigational Characteristics of Main Inland Waterways of International Importance
Note on Table 1
Data for each section of E waterways are given in two lines: the upper line represents target values to be achieved as a result of envisaged modernization of existing waterway or construction of a new water link, while the lower one shows existing parameters. Maximum admissible length and width of vessels/convoys are separated by a slash. The draught (d) and the minimum height under bridges (H) indicated in Table 1 are given in relation to the Low Navigable Water Level (LNWL) for the draught and the Highest Navigable Water Level (HNWL) for the height under bridges. The LNWL corresponds to a long-term mean water level reached or exceeded on all but 20 ice-free days per year (approximately between 5% and 6% of the ice-free period). The HNWL corresponds to a level existing for not less than 1% of the navigation period, established on the basis of observations over a substantial number of years (30 to 40 years), excluding periods when there was ice. The suitability of a particular waterway for combined transport is marked as follows: A – Waterways suitable for combined transport. This means that inland navigation vessels with a width of 11.40 or 11.45 m and a length of approximately 110 m are able to operate on such waterways carrying three or more layers of containers, 50 % of containers being empty. Otherwise a permissible length of pushed convoys of 185 m should be possible, in which case they could operate with two layers of containers, 50 % of containers being empty; B – Waterways suitable for combined transport but restrictions apply. This is mainly interpreted by Governments as inland waterways allowing the transport of at least two layers of containers, 50 % or less of them being empty, sometimes with the use of ballasting; C – Waterways not suitable for combined transport. These are the waterways where the transport of even two layers of containers is impossible.
Informal document SC.3/WP.3 No. 16 (2011) page 14 10 COMMENTS
9 A A Canalized section A of Currently not in A Re-opening A A A A A A A A A A FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV Va Va Va Va Va Va Va Va Vb Va Vb VIb VIb CLASS 7 (m) 6.50 6.50 6.80 7.10 5.25 5.25 6.05 6.05 6.60 7.00 7.50 8.50 6.70 7.00 MINIMUM BRIDGES**** HEIGHT UNDER 6 (m) 3.00 2.50 2.50 3.00 2.50 2.50 2.50 2.50 3.00 3.40 3.40 3.20 3.00 3.00 DRAUGHT 5 (m) WIDTH*** 11.40/11.40 11.40/11.40 10.00/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 12.50/12.50 12.50/12.50 23.00/23.00 23.00/23.00 14.00/12.50 12.00/11.50 4 (m) .../143.0 .../143.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 84.7/143.0 145.0/145.0 145.0/145.0 110.0/110.0 110.0/110.0 110.0/110.0 196.0/196.0 196.0/196.0 196.0/196.0 196.0/196.0 137.5/185.0 110.0/137.5 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Dunkerque - Bouchain - Dunkerque ESCAUT Bouchain Condé - CONDÉPOMMEROEUL - CANAL .../143.0 11.40/11.40 3.00 Condé - Hensies 4.54 Va CONDÉPOMMEROEUL - CANAL ... Hensies Pommeroeul - BLATON NIMY - PERONNES - CANAL Pommeroeul - Nimy Namur CANAL DU CENTRE Nimy - Seneffe - 13.0 5.9 CHARLEROIBRUXELLES - CANAL SAMBRE Charleroi Seneffe - Charleroi 6.1 16.8 MEUSE MEUSE Namur - Ivoz-Ramet .../143.0 ALBERTKANAAL 26.2 11.40/11.40 2.50 Ivoz-Ramet Liège - 110.0/110.0 84.7/143.0 11.40/11.40 6.05 145.0/145.0 Va 24.8 A 10.00/11.40 Liège - Lanaye 2.50 Lanaye 11.40/11.40 Heumen CANAL DE LANAYE 145.0/145.0 3.00 - - 48.8 4.75 11.40/11.40 MAAS Maastricht 110.0/110.0 7.10 50.6 2.50 Va 6.80 110.0/110.0 11.40/11.40 17.0 16.6 11.40/11.40 Va 5.25 ... IV 2.50 2.50 12.00/11.50 3.00 196.0/196.0 110.0/137.5 A 7.00 Va Va A 5.25 12.50/12.50 A currently not in service 196.0/196.0 6.05 1.9 15.00/15.00 3.20 service A 135.0/135.0 3.00 8.50 12.50/12.50 Va Va A Va 196.0/196.0 119.6 3.40 6.60 A 23.00/23.00 A 7.00 Va 3.40 Vb A 7.50 A VIb A 1 E E 01 DUNKERQUE - VALENCIENNES CANAL 148.0 E 01 MAAS 12.3 (continued) Lanaye - Maastricht 137.5/100.0 14.00/12.00 3.00 6.70 Va A WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 15 10 COMMENTS
9 A A Sea vessels route A A A B B B B B B A B FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
8 IV IV IV IV IV IV IV Vb Va Va Va Va VIc CLASS
VIc A 1 1
7 (m) 7.00 5.63 7.90 9.20 5.50 5.50 5.50 5.50 5.30 5.20 7.00 11.90 42.50 MINIMUM BRIDGES**** HEIGHT UNDER
6 (m) 3.00 5.00 2.50 2.80 3.40 2.80 2.80 2.80 2.80 2.50 2.50 3.50 3.00 DRAUGHT
2 2 5 (m) WIDTH*** 9.50/9.50 9.50/9.50 9.50/9.50 9.50/9.50 9.50/9.50 13.50/13.50 23.50/22.90 11.80/11.80 15.00/15.00 15.00/15.00 11.50/11.50 13.50/13.50 12.00/12.00 23.50/34.35 4 (m) 85.0/85.0 85.0/85.0 85.0/85.0 85.0/85.0 85.0/85.0 90.0/90.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 98.0/99.70 137.5/185.0 225.0/229.5 225.0/153.0 135.0/135.0 135.0/135.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY MAAS Heumen - Moerdijk DORDTSCHE KIL AND NOORD Rotterdam - Moerdijk Visé - fontaines)Givet Namurof 3 - (site Liège 22.0 84.9 WILLEMSVAART Kwaadmechelen - Kom van Dessel KANAAL BOCHOLT - HERENTALS 15.00/15.00- 2.80 WILLEMSVAART 137.5/113.5 135.0/135.0 7.90 Kom Dessel sluis - 1 Lommel Va 23.50/22.90 5.00 KANAAL BOCHOLT - HERENTALS A 13.50/13.50 ZUID - 225.0/229.5 42.50 23.50/34.35 Sluis 1 Lommel - Bocholt 98.0/99.70 225.0/153.0 3.00 ZUID 11.80/11.80 Bocholt - up to the Belgium/Netherlands border 4.9 7.00 2.50 From the Belgium/Netherlands 4.1 border to Nederweert 14.2 WESSEMNEDERWEERT - KANAAL 110.0/110.0 15.00/15.00 27.1 3.40 Va 135.0/135.0 5.63 9.20 Va 11.50/11.50 A A IV 52.0/52.0 2.80 55.0/55.0 65.0/65.0 Hertogenbosch Maas - 's 6.70/6.70 A 16.3 7.30/7.30 5.20 7.25/7.25 85.0/85.0 1.90 2.10 2.10 Va 8.30/8.30 5.15 4.93 C 2.50 5.30 65.0/65.0 II 7.25/7.25 II 2.10 5.50 II 5.20 13.50/13.50 3.50 110.0/110.0 II 11.90 Va C C A C II C 90.0/90.0 12.00/12.00 C 2.70 5.80 IV B 1 E E 01-02 MEUSE E 01-04 BASSE MEUSE E 01-01 KANAAL DESSEL - KWAADMECHELEN 15.8 46.4 13.8 E 01-06 KANAAL VAN ST. ANDRIES E 01-03 ZUID - WILLEMSVAART 1.9 5.9 E 01-04-01 MONSIN CANAL 0.7 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 16 10 COMMENTS
9 B A Sea vessels route B B A A A A A A A Upgrading to class Va A Upgrading to class Va A A FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV IV IV Vb Vb Vb Vb Vb Vb Va Va Va Vb VIb CLASS 7 ... (m) 7.00 7.50 7.00 7.50 7.00 7.00 7.00 7.00 7.00 6.50 6.50 6.50 7.00 MINIMUM BRIDGES**** HEIGHT UNDER 6 ... (m) 3.00 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 2.50 3.00 3.35 DRAUGHT 5 (m) .../... WIDTH*** 9.50/9.50 10.20/10.20 10.20/10.20 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 12.00/12.00 4 (m) .../...... /143.0 85.0/85.0 89.7/89.7 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 100.0/100.0 185.0/185.0 185.0/185.0 185.0/185.0 185.0/185.0 185.0/185.0 185.0/185.0 110.0/110.0 110.0/110.0 125.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 .../143.0 11.40/11.40 3.00 5.09 Va B B Va 5.09 3.00 11.40/11.40 .../143.0 SECTION OF E WATERWAY ZUID - WILLEMSVAART - Brugge ZUID - Beernem 's Hertogenbosch - Veghel Zeebrugge - Schipdonk 19.0 CANAL Brugge - Deinze OOSTENDE GENT CANAL - BYPASS Beernem - Ooigem OOSTENDE GENT CANAL - LYS 12.00/12.00 4.75 125.0/125.0 Schipdonk - ... VIb LYS A Deinze 10.20/10.20 2.50 89.7/89.7 10.20/10.20 2.50 7.50 LYS 100.0/100.0 14.9 IV 7.00 IV B C LYS MITOYENNE 11.40/11.40 2.50 13.8 110.0/110.0 90.0/90.0 Ooigem - Harelbekelock 7.50 Va LYS MITOYENNE A 19.1 11.40/11.40 2.50 Harelbeke lock Halluin - 6.70/6.70 110.0/110.0 5.53 LYS Va A Halluin Wervik - 2.70 Belgian Commune of Comines 5.80 DEÛLE AND DEÛLE CANAL 15.5 Deûlémont Quesnoy - Oostende 9.1 DEÛLE AND DEÛLE CANAL IV 6.5 Quesnoy/Deûle Lille(Grand - Carré) - 8.7 15.8 110.0/110.0 B Brugge 11.40/11.40 70.0/70.0 2.50 6.0 7.60/7.60 85.0/85.0 12.00/12.00 2.50 8.7 125.0/185.0 6.49 5.50 85.0/85.0 Vb 10.30/10.30 2.30 B 70.0/80.0 10.30/10.30 Va 2.30 70.0/80.0 4.42 5.05/7.00 2.30 C 5.05/7.00 4.73 2.30 II 4.73 2.30 IV 4.50 C IV 5.55 C II C II ...... is way under is under way 1 E E 02 BOUDEWIJN CANAL 12.0 E 02 DEÛLE AND DEÛLE CANAL 19.2 E 02-02 OOSTENDE GENT - CANAL 21.0 (continued) Bauvin - Lille (Grand Carré) WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 17 10 COMMENTS
9 A A A A A A Sea vessels route A A Sea vessels route A Sea vessels route A Sea vessels route ... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
8 Va Va Va Va Vb VIb VIb VIb VIb VIb VIb CLASS
7 (m) 7.00 7.00 7.00 7.00 7.80 9.10 9.10 51.00 45.00 MINIMUM BRIDGES**** No restrictions No restrictions HEIGHT UNDER
6 (m) 2.50 2.50 2.50 2.50 4.00 4.00 3.50 4.50 4.50 4.50 DRAUGHT 5.50 - 12.50 5.50 -
2 2 5 (m) WIDTH*** 11.50/11.50 11.50/11.50 11.50/11.50 11.50/11.50 23.50/22.90 23.50/23.50 22.80/22.80 16.00/16.00 15.00/22.80 15.00/22.80 15.00/22.80 23.50/34.35 4 (m) 0/195.0 15.00/22.80 4.50 No restrictions VIb restrictions A 0/195.0 15.00/22.80 No 4.50 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 225.0/229.5 225.0/153.0 150.0/200.0 140.0/193.0 185.0/185.0 135.0/195.0 135.0/195.0 135.0/195.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Gistelbrug - Snaaskerke - Nieuwpoort Plassendale - Gistelbrug Gistelbrug - PLASSENDALE - NIEUWPOORT CANAL Snaaskerke Moerdijk PLASSENDALE - NIEUWPOORT CANAL - 60.0/60.0 8.05/8.05 2.00 Gorinchem 5.50 60.0/60.0 8.05/8.05 I 2.00 C 7.00 I CANAL C SCHELDE RIJN CONNECTION - CIRCULAR Moerdijk - Terneuzen 60.0/60.0 GENTTERNEUZEN - GENT CANAL ZEESCHELDE 6.35/6.35 - ZEESCHELDE Boven-ScheldeTerneuzen Gent - - Canal Wintam 17.1 2.00 BENEDEN - 11.50/11.50 2.50 Terneuzen Vlissingen - - HansweertAntwerpen - Antwerpen - 110.0/110.0 101.7 6.00 BOVEN Va 5.40 A 30.8 Antwerpen 51.00 23.50/22.90 4.00 VIb 12.50 225.0/229.5 32.6 A 7.80 23.50/34.35 VIb 225.0/153.0 I ... 8.7 - 110.0/110.0 135. 150.0/200.0 5.50 C 15.00/22.80 4.50 135.0/195.0 11.50/11.50 45.00 22.80/22.80 VIb VIb 140.0/193.0 23.50/23.50 A A restrictions 3.50 4.00 No 15.00/22.80 4.50 135.0/195.0 7.00 9.10 Va VIb A A 1 E E 03 NIEUWE MERWEDE E 04 WESTERSCHELDE 22.5 65.0 E 02-04 ROESELARE - LEIE CANAL 16.5 E 02-02-01E PLASSENDALE - NIEUWPOORT CANAL 21.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 18 10 COMMENTS
9 A A progress B Canal in B Dredging A New link built to be B A A A A A A A A FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV IV IV Vb Va Va Va Va Va Vb Va Va VIb VIb CLASS 7 (m) 5.25 4.75 6.50 5.80 6.18 7.00 7.00 7.00 7.00 7.00 6.70 Vb B 7.00 7.00 6.77 IV B 6.77 IV B 7.00 IV A 45.00 32.00 MINIMUM BRIDGES**** HEIGHT UNDER
3 3 3 3 3 3 6 (m) 9.00 5.80 3.00 2.50 3.00 2.50 2.60 2.50 2.50 3.00 3.00 DRAUGHT 5 (m) WIDTH*** 23.00/23.00 22.80/22.80 10.50/10.50 10.30/10.30 11.40/11.40 10.00/10.00 11.40/11.40 11.50/11.50 11.50/11.50 11.50/11.50 11.50/11.50 11.40/11.40 11.40/11.40 12.00/12.00 4 (m) 0.0/110.0 11.50/11.50 3.00 7.00 Va A .../180.0 81.6/81.6 85.0/85.0 84.7/84.7 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 220.0/220.0 205.0/205.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Bruxelles - Clabecq - Seneffe BRUXELLESSCHELDE - CANAL Sauvegarde - Bruxelles Bruxelles - CHARLEROIBRUXELLES - CANAL Clabecq CHARLEROIBRUXELLES - CANAL ESCAUT Herinnes HAUT ESCAUT 10.50/10.50 2.50 81.6/81.6 Compiègne Escaut - - 28.0 4.50 HAUT IV 21.6 C Bléharies Condé - Bléharies 10.30/10.30 2.50 85.0/85.0 4.75 BOVEN-SCHELDE IV 19.7 B BOVEN-SCHELDE CANAL Herinnes - Bossuit 205.0/205.0 15.0 BOVEN-SCHELDE 11.40/11.40 2.60 CIRCULAR CANAL 110.0/110.0 6.18 15.00/15.00 Bossuit - Asper Lock Va 32.8 A GENT CIRCULAR 5.80 Asper Lock - Gent Circular Canal GENT Boven-Scheldelock - Merelbeke 5.6 30.00 0.9 BOVEN-ZEESCHELDE .../... 30.6 Merelbeke lock - Boven-Zeeschelde 3.7 Vb BOVEN-ZEESCHELDE 84.7/84.7 14.6 Gent Circular- Dender Canal .../... A 10.00/10.00 Dender - Baasrode 110.0/110.0 2.50 11 ... 110.0/110.0 28.2 11.50/11.50 110.0/110.0 5.80 11.50/11.50 10.9 2.50 110.0/110.0 ... 11.50/11.50 2.50 IV 11.40/11.40 6.10 3.00 ... 6.50 85.0/85.0 B Va 7.00 ... 9.50/9.50 Va B Va 85.0/85.0 B A 12.00/12.00 1 E E 04 BRUXELLES - SCHELDE CANAL 05 E 3.6 SEINE - NORTHERNEUROPE LINK 48.1 (continued) Wintam - Sauvegarde - (continued) Wintam 220.0/220.0 23.00/23.00 8.50 45.00 VIb A WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 19 10 COMMENTS
9 A A A A A A A B B B B A A C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** I 8 IV IV IV IV Va Va Va VIb VIb VIb VIb VIb VIb CLASS 7 (m) 7.00 9.10 9.10 9.10 9.10 7.50 5.20 6.36 6.50 3.95 7.00 7.22 7.00 7.00 Va A 7.00 Va A 6.45 Va B 45.00 VIb A 45.00 VIb A 45.00 MINIMUM BRIDGES**** HEIGHT UNDER
3 3 3 3 3 3 6 (m) 3.40 3.40 3.40 3.40 3.40 2.50 2.50 2.50 1.90 2.50 2.50 DRAUGHT 5 (m) WIDTH*** 5.00/5.00 9.50/9.50 12.00/12.00 15.00/22.80 12.50/22.80 12.50/23.00 12.50/23.00 12.50/23.00 23.00/23.00 10.50/10.50 10.00/10.00 10.00/10.00 16.00/16.00 16.00/16.00 4 (m) 85.0/85.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 135.0/195.0 134.0/200.0 134.0/196.0 134.0/196.0 134.0/196.0 196.0/196.0 110.0/110.0 110.0/110.0 41.55/41.55 110.0/110.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Durme - Wintam - Wijnegem BOVEN-ZEESCHELDE Durme - ALBERTKANAAL Antwerpen ALBERTKANAAL Kanne ALBERTKANAAL Wijnegem Lanaken - Lanaken 15.00/22.80 - 135.0/195.0 12.50/12.50 3.40 134.0/200.0 10.9 ALBERTKANAAL 6.70 Vb Lanaken Pommeroeul A ALBERTKANAAL Eben-Emael-Lanaye - 9.7 Peronnes Kortrijk 90.0 12.50/23.00 3.40 - 134.0/196.0 1.0 6.90 VIb A Bossuit - Zwevegem Zwevegem 10.0 10.50/10.50 2.50 85.0/85.0 BOSSUIT - KORTRIJK CANAL 5.20 12.50/12.50 3.40 IV 134.0/134.0 1.7 7.00 B 23.00/23.00 3.40 Va 134.0/196.0 DENDER 196.0/196.0 A 7.50 Railway bridge Erembodegem - Aalst Lock (incl.) VIb 12.50/23.00 A 38.7/38.7 Aalst Lock - calibrated section of Dendermonde 5.15/5.15 1.80 3.40 DENDER ; Calibrated section of DENDER 3.93 I Dendermonde Dendermonde - Lock (incl.) C 2.5 6.90 Sluis Dendermonde - Boven-Zeeschelde 41.55/41.55 VIb 5.00/5.00 55.0/55.0 110.0/110.0 A 11.0 1.90 10.00/10.00 2.4 7.30/7.30 110.0/110.0 2.50 3.95 2.50 11.50/11.50 110.0/110.0 0.2 4.50 2.50 I 16.00/16.00 5.06 IV 7.22 C II C Va C A 1 E E 05 BOVEN-ZEESCHELDE 10.5 E 05-02 E BLATON NIMY - PERONNES CANAL - E 05-01 BOSSUIT - KORTRIJK CANAL E 05-04 DENDER 22.1 12.7 1.3 (continued) Baasrode Durme - 95.0/95.0 12.00/12.00 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 20 10 COMMENTS
9 B B A A A A A A A A A New link built to be FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV IV Va Va Va Va Vb Vb Vb Vb VIc CLASS 7 (m) 6.95 7.00 6.95 6.95 7.00 9.10 7.50 7.50 7.00 7.00 6.95 IV A 6.95 IV A 4.50 IV C 35.00 Va A 35.00 Va A 35.00 MINIMUM BRIDGES**** HEIGHT UNDER
3 3 3 3 3 3 6 (m) 2.50 2.50 2.50 4.00 2.80 2.50 2.50 2.50 DRAUGHT 5 (m) WIDTH*** 10.30/10.30 10.30/10.30 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 23.00/23.00 11.50/11.50 11.50/11.50 11.40/11.40 11.40/11.40 4 (m) 81.3/81.3 81.3/81.3 95.0/95.0 95.0/95.0 95.0/95.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 150.0/200.0 185.0/185.0 185.0/185.0 185.0/185.0 185.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Albertkanaal - Vierselsluis - Albertkanaal NETEKANAAL NETEKANAAL Vierselsluis - Lier 10.30/10.30 2.50 81.3/81.3 NETEKANAAL 6.95 IV Duffelsluis Lier - B FromBeneden Duffelsluis - Neteto NETE BENEDEN - RUPEL 9.4 5.7 CANAL Antwerpen - Moerdijk BYPASS 0.4 CANAL Gent CircularLovendegem- Canal Zeebrugge OOSTENDE GENT - CANAL LEIE BYPASS 95.0/95.0 Lovendegem - Leie Bypass Canal - 81.3/81.3 LEIE 10.30/10.30 10.2 Gent - Oostende Canal - Balgerhoeke 10.30/10.30 Balgerhoeke 95.0/95.0 12.0 13.4 2.50 10.30/10.30 80.0/80.0 9.50/9.50 ... 2.50 11.40/11.40 95.0/95.0 5.00 …/… 110.0/110.0 5.2 …/… 6.95 150.0/200.0 IV 11.50/11.50 … 110.0/110.0 23.00/23.00 … 2.80 44.1/44.1 IV … 11.50/11.50 B … 4.00 6.07/6.07 2.50 7.50 A 9.10 2.30 7.50 Va VIc 4.50 Va A A I A C 1 E E 06 E SCHELDE RIJN CONNECTION - E 07 OOSTENDE GENT - CANAL 37.8 6.8 E 05-06 NETEKANAAL 0.1 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 21 10 COMMENTS
9 A A A A A A FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
8 VIc A VIc A VIc A VIc A VIc A VIc VIc VIc VIc A VIc VIc A VIc VIc CLASS
7 7 9 9 VIc A
1 1 4 4 11 11 11 11
7 (m) 4.00 4.00 9.00 9.00 42.50 42.50 MINIMUM BRIDGES**** HEIGHT UNDER No restrictions No restrictions 9.00 9.00 restrictions No restrictions No 5 5 6 6 8 8 10 10 10 10
6 (m) 4.00 3.80 4.15 5.00 3.80 4.15 3.50 2.50 3.50 2.50 DRAUGHT 5.00
2 2 2 2 2 2 2 2 5 5 5 (m) WIDTH*** 22.80/22.80 22.80/34.20 23.50/34.35 23.50/22.90 23.50/22.90 22.80/22.80 22.80/22.80 23.50/34.35 23.50/34.35 23.50/34.35 22.80/34.20 22.80/34.20 23.50/22.90
23.50/22.90 5 5 5 5 4 (m) CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 125.0/269.5 125.0/193.0 225.0/153.0 225.0/229.5 225.0/153.0 225.0/229.5 135.0/269.5 135.0/193.0 135.0/269.5 135.0/193.0 225.0/229.5 225.0/153.0 225.0/229.5 225.0/153.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Rotterdam/Europoort - Hartelmond - Rotterdam/Europoort MAAS OUDE MERWEDE 976.2km - 1007.0 km BENEDEN MERWEDE km 961.3 km - 976.2 BOVEN 30.8 14.9 km 952.5 km - 961.3 22.80/22.80 WAAL 4.00 110.0/269.5 22.80/34.20 110.0/193.0 km 867.4 km - 952.5 8.8 23.50/34.35 225.0/153.0 BOVEN - RIJN km 857.0 km - 867.4 23.50/22.90 225.0/229.5 23.50/34.35 225.0/153.0 23.50/22.90 85.1 225.0/229.5 22.80/22.80 135.0/269.5 22.80/34.20 135.0/193.0 9.7 22.80/22.80 135.0/269.5 22.80/34.20 135.0/193.0 1 E E 10 HARTELKANAAL 23.7 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 22 10 COMMENTS
- 9 A A A A A A A A A A A FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
- 8 Vb Vb Vb Vb Vb Vb Vb Vb A Vb A Vb A VIc VIc VIb VIb VIb A VIb A CLASS
Vb A Vb A 18 18 18 16 18 18 18
- 7 (m) 9.10 9.10 9.10 7.00 6.75 4.80 4.40 9.10 VIc A 9.10 VIc A 9.10 VIc A 9.10 VIb A 7.40 7.88 7.40 7.88 6.30 7.00 MINIMUM BRIDGES**** No restrictions HEIGHT UNDER
12 14 14 14 14 15
- 6 (m) 3.00 4.00 3.50 3.50 3.00 3.00 3.00 3.20 2.50 2.10 2.50 2.10 DRAUGHT 2.50 2.50 13 13 - 5 (m) /22.90 /22.90 /34.35 /34.35 WIDTH*** 22.90/34.35 22.90/34.35 22.90/22.90 22.80/22.80 11.45/11.45 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 - 4 (m) /269.5 /269.5 .../190.0 .../190.0 .../190.0 .../190.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 135.0/193.0 135.0/193.0 135.0/186.5 135.0/186.5 110.0/190.0 110.0/185.0 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
.../190.0 11.40/11.40 3.20 No restrictions Vb A Vb A restrictions No 3.20 11.40/11.40 .../190.0 3 (km) 221.1 LENGTH LENGTH 2
17 via the Rhône Fos Canal - 19 SECTION OF E WATERWAY RHÔNE - RHINE CANAL RHINE - RHÔNE Arle (283.0km) - Fos RHINE Iffezheim Köln - Koblenz - RHINE Koblenz Mulhouse RHINE - Iffezheim - Niffer Niffer RHINE RHÔNE - CANAL 22.90/22.90 135.0/186.5 95.0 SAÔNE 22.90/22.90 /193.0 Mulhouse - Besançon - St. Symphorien 135.0/269.5 SAÔNE 11.45/11.45 4.00 Symphorien St. - Chalonss/Saône 110.0/190.0 6.75 258.0 RHÔNE Vb 135.0/193.0 B From Chalon to the confluance with the Rhône 148.0 /269.5 RHÔNE 22.90/22.90 Avignon Lyon (0.00km) - km) (244.0 15.5 RHÔNE Tarascon Avignon km) km) (244.0 - (268.0 38.7/38.7 RHÔNE Arle (283.0 110.0/183.0 Tarasconkm) km) - (268.0 81.0 110.0/185.0 5.10/5.10 22.80/22.80 110.0/110.0 11.40/11.40 138.0 11.40/11.40 1.80 3.00 3.50 244.0 3.50 .../190.0 3.50 .../190.0 22.0 4.40 11.40/11.40 4.80 11.40/11.40 15.0 I .../190.0 Vb 3.00 3.00 Va 43.0 11.40/11.40 C A 6.30 A 3.00 1 E E 10 RHINE 175.0 (continued) Lobith - Köln WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 23 10 COMMENTS
9 B B B B B B B B B A A A C C C C C C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
21 21 21 21
20 20 21 20 8 20 20 20 20 Vb Vb Vb Vb Vb Va Va Va Va Va B Va B Va A VIb VIb IV Vb Vb Vb IV IV IV CLASS Vb
23 23 26 26 7 (m) 5.25 5.25 5.25 4.00 5.25 5.25 6.50 6.50 5.50 8.00 7.00 4.50 8.00 VIb A 6.00 6.00 5.10 MINIMUM BRIDGES**** HEIGHT UNDER 5.10 22 24 24 25 25 6 (m) 2.80 2.80 2.80 2.50 2.80 2.80 2.80 2.80 2.60 2.60 3.00 3.00 2.25 3.00 2.25 2.50 DRAUGHT 5 (m) WIDTH*** 9.50/9.50 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 12.00/12.00 12.00/12.00 11.45/11.45 11.45/11.45 11.40/22.80 11.40/22.80 11.45/11.45 4 (m) 85.0/85.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/185.0 110.0/185.0 110.0/185.0 110.0/185.0 110.0/185.0 110.0/185.0 110.0/110.0 105.0/105.0 105.0/105.0 110.0/183.0 110.0/180.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY DORTMUND - EMS - KANAL DATTELNHAMM - KANAL - Westthe To Harbour of Hamm DATTELNHAMM - KANAL - Eastthe To Harbour of Hamm km (Duisburg) 0.16km - 39.97 RHEINKANAL - HERNE 2.0 km - Henrichenburg 39.97 RUHR 36.0 11.45/11.45 2.80 0.01 km - 4.51 km 110.0/185.0 4.50 11.0 11.45/11.45 2.80 4.51 km - 11.65 km 110.0/185.0 4.25 86.0/86.0 NECKAR 0.0 km - 136.1 km 82.0/82.0 9.60/9.60 km 136.1km - 201.5 5.6 110.0/185.0 RHINE 9.50/9.50 2.50 (Kembs) Niffer - Huningue 11.45/11.45 RHINE 2.50 105.0/160.0 4.00 Bâle Huningue Brücke) (Mittlere - 7.2 9.60/9.50 Bâle (Mittlere Brücke) - Rheinfelden 4.00 110.0/185.0 2.50 65.4 12.00/12.00 110.0/110.0 4.50 12.00/12.00 2.80 105.0/105.0 2.80 105.0/105.0 3.4 11.45/11.45 110.0/183.0 6.50 110.0/180.0 11.45/11.45 17.4 2.60 11.40/22.80 110.0/110.0 6.50 11.40/22.80 Vb 2.60 11.45/11.45 3.00 Va B 5.50 7.00 B Va VIb B A 1 E E 10-01 E KANAL WESEL - DATTELN - 10-03 E RHEINKANAL - HERNE 60.0 E 10-05 RUHR E 10-07 NECKAR 39.8 E 10-09 RHINE 4.5 136.1 9.1 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 24 10 COMMENTS Embranchment to the Rhine (Saône-Moselle / Saône-Rhine project)
9 A A A Modification in progress A Sea vessels route A Noordzeekanaal and A Amsterdam-Rijnkanaal A A A A A A A ... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 Va ... Va ... Vb Vb Va Va Va Vb Vb Vb Va Va Vb VIc VIb VIb CLASS VIc A
2 2 11 11 7 (m) 7.00 5.24 5.94 9.05 9.05 9.79 9.10 9.10 9.10 Va A 9.10 Va A 2.35 2.35 12.30 12.70 9.00 MINIMUM BRIDGES**** No restrictions VIb A Binnen-IJ No restrictions No restrictions HEIGHT UNDER
9.00 10 10 27 27 10 6 (m) 3.00 2.20 2.50 4.25 4.00 2.80 3.50 3.20 3.70 2.80 3.00 3.90 2.50 4.00 4.00 2.50 DRAUGHT 2.50 2 5 (m) …/19.00 WIDTH*** 22.80/22.80 11.40/11.40 11.40/11.40 11.40/11.40 22.80/22.80 23.50/23.50 11.50/11.50 17.70/17.70 15.50/13.50 15.50/15.50 22.80/22.80 17.00/17.00 12.00/12.00 13.00/23.00
27 27 4 (m) .../185.0 .../190.0 .../110.0 …/135.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 200.0/200.0 110.0/110.0 200.0/200.0 137.5/193.0 125.0/269.5 110.0/185.0 110.0/110.0 120.0/190.0 125.0/195.0 110.0/195.0 193.00/193.00 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Fourque - Saint-Gilles - Fourque SETE RHÔNE CANAL - Saint-Gilles Sète - .../190.0 11.40/11.40 2.20 Fos Barcarain - 5.24 Vb A IJmuiden - Zeeburgkm (A'dam)31.7km 5.9 - - RIJNKANAAL AMSTERDAM Zeeburg Tiel- (5.9 km 31.7 km) 38.5/38.5 NoordzeekanaalNoord - HollandsKanaal 5.00/5.00 1.80 70.0 3.50 I C Maas - Nijmegen Haven MAAS - WAALKANAAL WAAL 70.8 Haven Nijmegen - Waal .../110.0 Maas-Waalkanaal Pannerdense - 110.0/110.0 Kop 10.50/10.50 Lorentzsluis 200.0/200.0 …/135.0 NEDER - RIJN IJSSEL 11.50/11.50 Pannerdensche 23.50/23.50 Kop - IJsselkop 2.50 - …/19.00 IJSSELMEER 2.80 4.00 IJsselkop Ketelmeer - Ketelmeer 4.95 4.25 17.70/17.70 3.50 200.0/200.0 9.05 9.05 2.65 No restrictions Vb IV A Va 137.5/193.0 13.00/13.00 3.50 120.0/120.0 12.70 125.0/193.0 19.36 VIb Vb 15.50/13.50 A B 193.00/193.00 22.80/34.20 A 15.50/15.50 A 3.20 110.0/110.0 118.5 11.0 3.70 62.5 17.00/17.00 9.79 12.30 Vb 110.0/110.0 Vb 12.00/12.00 A 3.00 A 9.10 Va A 1 E E 11 NOORDZEEKANAAL AND AMSTERDAM - RIJNKANAAL 25.8 E 12 MAAS - WAAL KANAAL 10.72 E 10-02 SAÔNE - MOSELLE LINK E 10-04 PETIT RHÔNE E 10-06 RHÔNE AND SAINT-LOUIS CANAL 304.0 E 11-01 ZAAN 45.0 E 11-02 21.0 LEKKANAAL 20.3 4,2 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 25 10 COMMENTS
9 A A Via Meppelerdiepsluis A Via A A Sea vessels route B B A Sea vessels route A A A A A A C C C C C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
21 21 21 28 21
21 21 20 20 8 20 20 20 20 IV A IV A 20 Va A Va A Va A Va Va Vb Vb Vb Va Va Va Va VIb IV IV Vb Vb IV IV CLASS Va Vb Vb
2 2 2 2 2 2 29
7 (m) 5.00 4.50 5.25 5.25 4.50 4.50 9.10 5.00 7.30 7.00 7.00 5.00 7.30 6.80 MINIMUM BRIDGES**** No restrictions HEIGHT UNDER
6 (m) 3.25 3.00 2.50 2.80 2.80 3.00 2.50 3.50 3.50 3.50 4.50 5.00 DRAUGHT
5 (m) WIDTH*** 9.50/9.50 12.00/12.00 11.50/11.50 11.45/11.45 11.45/11.45 12.00/12.00 11.45/11.45 17.50/17.50 11.40/11.40 11.50/11.50 13.00/13.00 13.00/13.00 90.0 17.50/17.50 3.50 No restrictions Vb restrictions A 90.0 17.50/17.50 No 3.50
4 (m) 95.0/95.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 110.0/110.0 110.0/185.0 110.0/185.0 220.0/220.0 110.0/110.0 190.0/190.0 110.0/110.0 110.5/110.5 144.0/144.0 144.0/144.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Zwolle - Meppel - Zwartsluis Zwolle - Ketelmeer North Sea - Papenburg 12.00/12.00 3.25 110.0/110.0 11.50/11.50 3.00 DORTMUND - EMS KANAL 110.0/110.0 5.00 Va 225.82 km (Papenburg) - 108.35 km A DORTMUND - EMS KANAL 108.35 km 21.50- km DORTMUND - EMS KANAL km km - 1.44 21.50 WESER North Sea - Bremen (Eisenbahnbrücke) WESER KANAAL 117.5 Bremen (Eisenbahnbrücke)360.7 - km MARGRIET 95.0/95.0 86.9 360.7km - Mittellandkanal PRINSES 20.1 Oranjesluizen - Prinses Margrietsluis 9.50/9.50 65.0 2.50 VAN STARKENBORGH KANAAL 110.0/185.0 EEMSKANAAL 11.45/11.45 110.0/172.0 7.0 EEMSKANAAL 4.25 110.0/185.0 GroningenWoldbrug - 2.50/2.00 11.45/11.45 136.0 11.45/11.45 Delfzijl Woldbrug - 4.25 3.00 2.80 190.0/1 85.0/85.0 27.3 4.50 4.50 9.50/9.50 19.7 11.40/11.40 3.20 110.0/110.0 2.20 7.0 Vb 11.50/11.50 3.20 110.5/110.5 4.50 A 144.0/144.0 VIb 13.00/13.00 A 144.0/144.0 4.50 13.00/13.00 No restrictions Va 5.00 No restrictions A Va A 1 E E 13 EMS E 14 WESER E 15 IJSSELMEER 68.0 84.0 77.5 E 12-02 ZWARTE WATER AND MEPPELERDIEP E 12-04 RAMSDIEP 22.7 23.8 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 26 II č elou ř 10 COMMENTS lock in project Canalized. Maximum pusher of dimensions convoys 137 x 23 m or 170 m 11.5 x Canalized, P
9 B A Sea vessels route A Sea vessels route A A Sea vessels route A B B A Regularized, A A Canalized A A New link built to be A B C C C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
21 21 21
28 28 28 28 28 28 20 8 20 20 20 IV A IV A IV Vb Va Vb Vb Vb VIb VIa VIb IV Va VIb VIb IV IV IV CLASS VIb VIb Va 30 30 30 30
2 2
7 (m) 4.50 4.50 6.50 6.50 necessary 7.00 canalization 6.50 Va B 7.00 5.66 IV B 7.00 7.00 7.00 5.45 5.45 MINIMUM 5.50/9.50 5.50/9.50 BRIDGES**** HEIGHT UNDER
32 32 5.29/8.49 4.33/6.93 31 31 31 31
6 (m) 2.50 2.50 2.60 2.70 2.80 2.80 2.80 2.80 2.80 1.60 1.40 1.40 1.60 DRAUGHT 0.90 - 2.80 2.00 - 2.20
5 (m) WIDTH*** 9.60/9.60 9.60/9.60 10.00/10.00 11.45/24.00 11.45/24.00 11.45/11.45 11.50/23.00 11.50/22.80 12.00/12.00 12.00/12.00 11.40/11.40
4 (m) 86.0/86.0 86.0/86.0 85.0/85.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/190.0 110.0/190.0 110.0/137.0 110.0/137.0 110.0/185.0 110.0/185.0 110.0/185.0 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 lník 110.0/170.0 11.50/23.00 110.0/170.0 lník ě SECTION OF E WATERWAY erov - Bratislava - - - - - C ř lník - Chvaletice 85.0/85.0 12.00/12.00 2.10 4.70 IV C ě DORTMUND - EMS KANAL KÜSTENKANAL 225.8 km (Papenburg) - 200.0 km HUNTE 69.6 0.0 km- Elbe Fonejacht - Harlingen Lower Wittenberge ELBE 25.8 - 69.6 ELBE Hamburg - Lauenburg Lauenburg 86.0/86.0 ELBE 9.60/9.60 24.0 ELBE WittenbergeGerman/Czech - Border Rep. State 11.45/24.00 110.0/190.0 2.50 ELBE German/CzechState Labemnad border Ústí - 86.0/86.0 4.25 Ústí nad ELBE Labem - M 90.0/90.0 M 38.0 9.60/9.60 ELBE 110.0/137.0 10.50/10.50 113.0 2.50 11.45/11.45 110.0/190.0 2.75 Chvaletice - 110.0/137.0 Pardubice 455.0 ELBE - DANUBE CONNECTION VIb 4.50 11.40/24.00 11.50/23.00 A IV Pardubice - P 40.0 B 2.70 69.0 102.2 325.0 24.8 ------1 E E 15 EMS E 20 ELBE 53.0 89.0 E 15-01 E VAN HARINXMA CANAL 37.8 (continued) Eemskanal - Papenburg - (continued) Eemskanal Vb A WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 27
10 COMMENTS
9 B B B B A Sea vessels route A Sea vessels route Free-flowing B B When going downstream B When going upstream B When going downstream B When going upstream C C C ... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
36 36
28
33 37 37 21 37 37 28 28
8 ... 21 Vb Va Va VIb VIb IV IV IV 20 20 Va Va Vb IV CLASS IV IV
7 ... (m) 4.47 III C 4.47 III C 5.25 5.25 5.25 4.50 IV C 4.40 5.25 5.25 5.25 5.25 5.25 4.54 IV C 4.54 IV C 4.54 IV C 4.47 III C 11.00 MINIMUM BRIDGES**** HEIGHT UNDER
35
32 32 32 32
6 ... (m) 2.80 2.00 2.50 2.00 4.00 3.50 2.50 2.50 1.80 1.80 1.80 1.50 1.30 1.40 DRAUGHT (1.20) 1.80
5 (m) .../... WIDTH*** 9.50/9.50 9.50/9.50 11.45/11.45 11.40/11.40 22.80/22.80 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45
4 (m) .../... 80.0/80.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 90.0/100.0 82.0/156.0 82.0/125.0 82.0/125.0 82.0/125.0 82.0/125.0 100.0/185.0 110.0/110.0 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
82.0/125.0 11.45/18.0 82.0/125.0
3 (km) 36.2 36.2 LENGTH LENGTH
38
38 2 SECTION OF E WATERWAY
34 lník - Praha (Slapy)- 110.0/110.0 10.50/10.50 ě SAALE Widuchova Mouth - of the Warta River - Mouth of the Nysa Luzycka River Lauenburg - Mittellandkanal - Lauenburg 11.45/11.45 2.80 100.0/185.0 0.0 km -km 88.0 5.25 88.0 km - 124.2 km M KANALTRAVE, ELBE - LÜBECK KANAL Lübeck - Lauenburg ODER Swinoujscie - Szczecin ODER Szczecin Widuchova - (741.6 704.1 km - km) 68.0 85.0/110.0 km 704.1 km - 617.6 9.50/9.50 .../... ODER 1.00 82.0/156.0 .../... Mouth of the Warta River 4.10 37.5 11.45/11.45 80.0/80.0 km 617.6 km - 542.4 110.0/185.0 ... 86.5 2.50 9.50/9.50 22.80/22.80 5.17 2.00 ... 4.00 VIb A IV /137.0 11.00 4.40 11.45/11.45 ... 82.0/125.0 75.2 /137.0 VIb B /156.0 /11.45 /11.45 ... /11.45 82.0/125.0 1.30 A /156.0 /9.50 11.45/11.45 82.0/125.0 /137.0 /11.45 11.45/11.45 1.30 1 E E 21 TRAVE E 30 ODER 21.0 67.0 E 20-02 ELBE - SEITENKANAL E 20-04 SAALE E 20-06 VLTAVA 115.0 88.0 91.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 28
10 COMMENTS
9 B Canalized A New link built to be A New link built to be B B C When going downstream C When going upstream Free-flowing C C Canal C C C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
28 28 28 28 28 28
28 28
8 III 20 20 20 20 20 20 IV IV Vb Vb Va Va IV IV IV IV IV IV CLASS
7 (m) 4.20 4.20 4.00 5.25 7.00 7.00 4.04 5.25 5.25 4.20 4.20 MINIMUM BRIDGES**** HEIGHT UNDER
3.72 II C 3.72 II C 32 39 39 39 39 32
6 (m) 1.70 2.80 2.80 2.50 3.50 2.20 1.20 1.20 1.60 1.20 1.20 DRAUGHT 5 (m) /9.50 9.0/9.0 9.0/9.0 WIDTH*** 11.45/9.50 11.45/11.45 11.45/11.45 11.40/11.40 11.40/11.40 11.40/11.40 11.45/11.45 4 (m) /156.0 .../185.0 .../185.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 82.0/125.0 82.0/125.0 70.0/118.0 70.0/118.0 70.0/118.0 110.0/156.0 110.0/156.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED 82.0/125.0 11.45/11.45 82.0/125.0
3 (km) LENGTH LENGTH
40 2 SECTION OF E WATERWAY erov - - - - - C C - - - - - erov ř erov - Bratislava - - - - - C ř Widuchova Mouth - of the Nysa Luzycka River km 704.1 km - 542.4 ODER, Mouth of the Nysa Luzycka River ODER - Brzeg Dolny (542.4 km - 282.6 km) Brzeg Dolny - Kozle (282.6 km - 95.6 km) DANUBE ODER - CONNECTION Kozle P - P 259.8 DANUBE ODER - CONNECTION /156.0 /9.50 11.45/11.45 82.0/125.0 70.0/118.0 WASSERSTRAßE 154.4 70.0/118.0 187.0 HOHENSAATEN - FRIEDRICHSTHALER 9.0/9.0 173.0 9.0/9.0 1.20 1.60 43.0 3.72 82.0/135.0 9.50/8.25 11.40/11.40 1.70 III 2.00 70.0/118.0 4.04 4.25 III 11.45/11.45 2.50 C 82.0/156.0 4.25 C 1 E E 30 ODER 161.7 E 31 WESTODER 33.35 E 30-01 GLIWICE CANAL 41,2 (continued) WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 29
10 COMMENTS
9 B B B B B B B Free-flowing Free-flowing B Free-flowing B non-navigable B Practically A Canalized non-navigable A Practically B ... Free-flowing ... Free-flowing ... Canalized ...... Canalized ... Canalized ...... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
B B 28 28 28 28 28 28 28
8 ...... IV IV IV IV Va IV IV IV IV IV IV CLASS - - < I C Canalization necessary 7 ...... (m) 5.28 5.25 5.25 7.00 5.90 4.90 - C free-flowing section 5.13 II B free-flowing 4.90 - C section free-flowing 5.80 - B MINIMUM BRIDGES**** HEIGHT UNDER
32 32 32 32 6 ...... (m) 2.50 2.50 2.50 2.50 2.5 0 0.80 1.40 0.80 0.80 DRAUGHT 5 (m) .../...... /...... /...... /...... /...... /...... /...... /...... /... 10.20 1.70 10.0 10.20 1.70 20/10.20 2.10 No restrictions No 20/10.20 2.10 WIDTH*** 11.40/25.0 10.20/10.20 1.70 10.1 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 10.20/10.20 1.70 8.70 IV
42 42 42 4 (m) .../...... /...... /...... /...... /...... /...... /...... /...... /... 83.0/83.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 85.0/110.0 85.0/110.0 110.0/125.0 110.0/110.0 100.0/100.0 100.0/100.0 100.0/100.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
- - 3 (km) LENGTH LENGTH 2
41 SECTION OF E WATERWAY Zegrze Lake - Brest - Lake Zegrze WISLA Mouth Gdansk ofRiverthe Wda- km) (813.5 WISLA Mouth of Wda the River - Bydgoszcz (813.5 km - 772.4 km) WISLA Bydgoszcz Wloclawek - (772.4 km - 674.8 km) WISLA CANAL 85.0/110.0 Wloclawek - Plock (674.8 km - 632.8 km) ZERAN 110.0/125.0 11.40/11.40 Warszawa Plock- km - 520.0 (632.8 km) Kobrin 11.40/25.0 BUG Zeran - Zegrze Lake - Pererub 41.1 2.50 85.0/110.0 MUKHOVETS Brest - Pinsk 11.40/11.40 97.6 5.28 Kobrin - 110.0/110.0 25.0 42.0 KANAL BUGSKIY DNEPROVSKO - PINA 11.40/11.40 Pererub Va 112.8 85.0/- PRIPYAT 2.50 B PRIPYAT 11.40/- Pinsk - Stakhovo 7.00 PRIPYAT 62.6 220.0 91.4 Mikashevichithe Stakhovo Mouth of - Canal IV PRIPYAT 83.0/83.0 Mouth of the Mikashevichi CanalMozyr - 11.40/11.40 A Mozyr - Belarus/Ukrainian state border 2.00 40.0 49.2 100.0/100.0 5.90 64.9 10.20/10.20 235.6 100.0/100.0 1.40/1.45 III 20.00/20.00 100.0/100.0 107.0 10.00 100.0/100.0 B 10. 1.45 20.00/20.00 1.45/1.50 10.20 No restrictions 1 E E 40 WISLA 141.1 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 30 10 COMMENTS
9 A Canalized A Canalized A Canalized A Canalized A Canalized A Canalized Free-flowing A A Sea vessels route A Canalized A C Free-flowing Free-flowing C Free-flowing C … Free-flowing … Free-flowing FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV IV IV Va Vb Vb Vb Vb Vb Vb Vb Vb VIc CLASS 7 … (m) 2.50 4.20 2.50 IV C 2.50 IV C 14.70 Vb A 14.70 Vb A 12.10 VIc A 13.20 14.70 14.60 12.10 MINIMUM BRIDGES**** No restrictions No restrictions No restrictions No restrictions No restrictions No restrictions HEIGHT UNDER
43 44 45 6 (m) 2.65 3.65 3.65 3.65 3.65 3.65 3.65 1.60 4.00 1.80 1.80 3.60 3.10 3.65 1.30 3.10 DRAUGHT 5 (m) …/… .../28.50 WIDTH*** 18.00/18.00 18.00/18.00 18.00/18.00 18.00/18.00 18.00/18.00 18.00/18.00 18.00/18.00 16.00/18.00 12.00/12.00 12.00/12.00 16.80/16.80 4 (m) 3/170.0 16.70/15.20 3.65 No restrictions Vb restrictions A 3/170.0 16.70/15.20 No 3.65 …/… .../170.0 .../280.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 150.0/150.0 270.0/270.0 270.0/270.0 270.0/270.0 270.0/270.0 270.0/270.0 270.0/270.0 270.0/270.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY DNIPRO Mouth of Pripyat the KyivRiver - DNIPRO Kanev Kyiv - Hydroelectric Plant Power (856.0 (GES) km - 722.0km) DNIPRO Kremenchuk GES - Dniprodzerzhynsk GES (556.0 km 433.0- km) DNIPRO, Dniprodzerzhynsk GES - Dnipro GES DNIPRO 134.0 km 433.0 km - 305.0 83.0 DNIPRO 114.1/170.0 Dnipro GES - Kakhovka GES (305.0 km - 93.0 km) 85.2/114.8 128.0 13.23/15.20 KakhovkaGES- Kherson (93.0km 28.0 km) - 15.30/15.20 Jurbarkas 138.3/170.0 123.0 3.65 From the mouth 2.65 to Chernihiv km (0.00 - 198.0 km) - 16.70/15.20 No restrictions No restrictions 138.3/170.0 Up to Mykolaiv Klaipeda Vb 3.65 Va NEMUNAS 16.70/15.20 No restrictions 212.0 65.0 A 138. Vb A 3.65 Jurbarkas - Kaunas No restrictions …/… 138.3/170.0 10.00/10.00 VOLGA 100.0/100.0 A RESERVOIR, St. Petersburg - Rybinsk Lock Vb 16.70/15.20 Rybinsk lock - Astrakhan …/… A 1.30 87.4 … .../170.0 138.3/170.0 16.80/16.80 18.00/18.00 2640.0 III 100.0/100.0 3.60 4.00 10.00/10.00 … No restrictions 14.60 .../280.0 Vb 1.00 Vb .../28.50 A 4.20 A IV C 1 E E 40 DNIPRO, Kanev GES - Kremenchuk GES 166.0 E 41 KURSHSKIY ZALIV AND NEMUNAS E 50 VOLGO - BALTIJSKIY WATERWAY AND RYBINSK 190.5 947.0 E 40-01 DESNA E 40-02 PIVDENNY BUH 198.0 ... (continued) km 722.0km - 556.0 114.0/170.0 13.23/15.20 3.65 13.20 Vb A WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 31 10 COMMENTS
9 A Canalized A Canalized A Canalized A Canalized A Canalized A Sea vessels route A Canalized A A Canalized A Sea vessels route ... Canalized FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 ... IV A IV A Vb Va VIc A VIc A VIc VIc VIc VIa VIb VIb VIb VIb CLASS
46 46 50
7 ... (m) 11.00 VIb A 11.00 VIb A 13.60 13.60 11.00 14.60 42.00 8.60 8.60 MINIMUM BRIDGES**** No restrictions No restrictions No restrictions HEIGHT UNDER 7.00 47 47 49
6 ... (m) 3.60 3.60 2.80 3.70 3.60 3.70 3.60 7.00 2.90 2.90 3.80 DRAUGHT
5 (m) .../...... /29.00 .../29.00 .../29.00 .../29.00 .../27.90 .../24.36 WIDTH*** 11.40/11.40 16.80/16.80 23.00/23.00 13.20/13.20
48
4 (m) .../...... /280.0 .../290.0 .../290.0 .../230.0 .../170.0 .../250.0 .../220.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 83.0/83.0 135.0/135.0 126.0/126.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY Rybinsk - Dubna Dubna - Rybinsk KANAL IMENI MOSKVI Moscow Dubna Nothern - Port KANAL IMENI MOSKVIAND MOSKVA Moscow Northern Port - Moscow Southern Port .../280.0 .../29.00 3.60 Tver Dubna - 13.60 VIc A Mouth of Kama the River - Solikamsk 45.6 LAKE Brunsbüttel - Kiel Holtenau 126.0 VOLGO - BALTIJSKIY WATERWAY ONEGA .../290.0 St. Petersburg - Vytegra .../290.0 .../29.00 Povenets Vytegra - BELOMORSKO - BALTIJSKIY CANAL .../29.00 Belomorsk Povenets - 2.80 .../230.0 503.0 the From mouth to Sevilla 3.60 217.0 Porto - Spanish .../27.90 border 13.60 135.0/135.0 221.0 VIc .../29.00 .../170.0 A 3.70 No restrictions 16.80/16.80 VIa .../250.0 3.60 126.0/126.0 23.00/23.00 .../220.0 13.20/13.20 A 14.60 3.70 3.60 .../24.36 No restrictions Vb No restrictions VIb Va 7.00 A A A 42.00 VIb VIb A A 1 E E 60 KIEL CANAL 99.0 E 50-02 VOLGA E 50-01 KAMA 257.0 E 60-02 GUADALQUIVIR E 60-04 DOURO 1112.0 80.0 210.0 E 50-02-02 VOLGA 115.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 32 10 COMMENTS
9 A Sea vessels route A A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route ... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
8 ... VII VII Va VIc VIc VIa VIa VIa VIa VIa VIb VIa CLASS
7 ...... (m) 21.33 21.33 MINIMUM BRIDGES**** No restrictions No restrictions No restrictions No restrictions No restrictions No restrictions No restrictions HEIGHT UNDER
6 ... (m) 3.50 6.00 8.78 8.07 7.31 5.48 6.20 8.00 10.60 10.00 13.00 DRAUGHT
/40.00 10.60 No restrictions VIc restrictions A No /40.00 10.60 5 (m) .../...... /... restrictions 8.00 No restrictions VIa restrictions A No restrictions 8.00 restrictions 6.00 No restrictions VIc A WIDTH*** 40.00/40.00 21.94/21.94 19.35/19.35 19.35/19.35 19.35/19.35 17.00/17.00 No restrictions No restrictions
4 (m) .../...... /... CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 140.0/140.0 260.0/260.0 170.7/170.7 161.5/161.5 161.5/161.5 161.5/161.5 102.0/102.0 118.8/118.8 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 ijl 260.0/260.0 40.00 260.0/260.0 ijl SECTION OF E WATERWAY MEDWAY / SWALE MEDWAY 11.0 10.0
51 51 From the mouth to Bec d'Ambes/le Verdon GIRONDE AND GARONNE Bec d'Ambes/le Verdon - Cadillac GIRONDE AND GARONNE From Cadillac to Castets-en-Dorthe From Saint Nazaire to Nante CANAL From Outer Buoy to Harlingen SHIP CANAL 49.0 Buoy to Delfz Outer From MANCHESTER SHIP CANAL 19.0 100.0/100.0 Waterway LocksLimit - Eastham MANCHESTER SHIP CANAL 15.00/15.00 8.0 90.0/90.0 Eastham Locks - Ince MANCHESTER SHIP 3.50 10.0 15.00/15.00 Ince - Runcom MANCHESTER 36.0 2.50 Mode RuncomLocks Wheel - 6.50 140.0/140.0 2.0 Mode Wheel Locks - Trafford Road Bridge No 7.00 Va Sheerness- Ridham IV MEDWAY A Sheerness - Kings North VII A Kings RochesterNorth - A 170.7/170.7 161.5/161.5 21.94/21.94 161.5/161.5 19.35/19.35 8.78 161.5/161.5 19.35/19.35 10.00 5.48 No restrictions 19.35/19.35 7.31 VIa VII 21.33 8.07 11.0 21.33 102.0/102.0 No restrictions A A VIa VIa 17.00/17.00 VIa VIa 118.8/118.8 6.20 A A No A A No restrictions Va A 13.00 No restrictions VIb A 1 E E 60-06 GIRONDE AND GARONNE E 60-08 LOIRE E 60-10 WADDENZEE 70.0 E 60-12 WADDENZEE E 60-01 MERSEY 52.0 44.6 60.0 17.0 WATERWAY WATERWAY E 60-01-03 E E 60-01-01 E
Informal document SC.3/WP.3 No. 16 (2011) page 33 10 COMMENTS
9 A Sea vessels route A Sea vessels route B A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route C Sea vessels route FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV IV Va Va Va Va Va Va Va B Va B VIb VIa VIa VIa CLASS
52 52
7 (m) 5.10 42.00 VIa A 42.00 VIa A 54.00 42.00 54.00 VIb A 54.00 VIb A 4.90 MINIMUM BRIDGES**** No restrictions No restrictions No restrictions No restrictions No restrictions No restrictions No restrictions HEIGHT UNDER
4.90 3 3 3 3 3 3
6 (m) 4.50 4.00 7.40 5.52 6.00 5.30 5.00 3.05 4.20 1.40 4.20 1.40 13.00 13.00 DRAUGHT
5 (m) 00/20.00 5.52 No restrictions VIa A restrictions No 00/20.00 5.52 WIDTH*** 30.00/30.00 20.00/20.00 18.00/18.00 20.00/20.00 17.00/17.00 13.60/13.60
4 (m) 90.0/90.0 96.0/96.0 75.0/75.0 90.0/90.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 160.0/160.0 140.0/140.0 140.0/140.0 120.0/120.0 120.0/120.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY THAMES THAMES COLNE STOUR (SUFFOLK) ORWELL GREAT OUSE 50.0 NENE WELLAND 8.0 WITHAM 15.0 12.0 TRENT 15.0 20.0 3.0 23.0 8.0
51 51 51 51 51 51 51 51 51 THAMES THAMES Canvey Point Thames Barrier- THAMES ThamesBarrier London Bridge - LondonBridge Hammersmith - Bridge Ipswich Rowhedge Up to to Mistley Up to Up 14.0 The Wash Kings - Lyn 160.0/160.0 15.0 90.0/90.0 The Wash Bevis - HillWisbech) (nr 30.00/30.00 140.0/140.0 20.00/20.00 The Wash Fossdyke - Bridge 7.40 WashBoston The the Haven) - (i.e., TRENT Trent Falls VIa - Keadby Bridge 96.0/96.0 A Keadby Bridge - Gainsborough 75.0/75.0 120.0/120.0 140.0/140.0 18.00/18.00 17.00/17.00 20. 4.50 4.00 6.00 120.0/120.0 90.0/90.0 No restrictions No restrictions No restrictions 13.60/13.60 Va IV Va 27.0 5.30 No restrictions A A A Va A No restrictions Va A 5.00 3.05 No restrictions Va 5.10 A IV C 1 E WATERWAY WATERWAY E 60-01-05 E 60-01-07 E 60-01-09 E 60-01-11 E 60-01-13 E 60-01-15 E 60-01-17 E 60-01-19 E 60-01-21 E
Informal document SC.3/WP.3 No. 16 (2011) page 34 10 COMMENTS
9 A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A Sea vessels route A A A A Sea vessels route ... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 ... IV Va Va Va Va VIb VIb VIb VIb VIb VIb VIb VIb CLASS
7 ...... … … (m) 30.00 22.00 22.00 MINIMUM BRIDGES**** No restrictions No restrictions No restrictions No restrictions No restrictions HEIGHT UNDER
6 ... (m) 5.00 8.90 8.90 4.90 5.40 5.40 6.50 11.00 11.00 10.90 DRAUGHT
5 (m) .../... WIDTH*** 14.00/14.00 40.00/40.00 40.00/40.00 13.50/13.50 26.20/26.20 16.50/16.50 13.40/13.40 18.00/18.00 83.0 26.20/26.20 11.00 No restrictions VIb restrictions A No 83.0 26.20/26.20 11.00
4 (m) .../... 88.0/88.0 90.0/90.0 89.0/89.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 240.0/240.0 240.0/240.0 183.0/183.0 125.0/125.0 124.0/124.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 6.0 6.0 (km) LENGTH LENGTH 2
53 SECTION OF E WATERWAY TAY 12.0 FORTH TYNE TEES 21.0 18.0 14.0 SÖDERTÄLJE CANAL
51 51 51 51 Up to Hull to Up HUMBER (YORKSHIRE) OUSE Hull - Trent Falls Goole - Howdendyke Perth TAY 2.0 Buddon Ness - Tay Bridge Road - TAY Tay Road Bridge - Balmerino Belmerino 27.0 Inland Waterway Limit - Gransen Mouth Newcastle Mouth - 13.50/13.50 4.90 90.0/90.0 VIb 22.00 CANAL A Va A Middlesbrough Mouth - 240.0/240.0 TROLLHÄTTE 88.0/88.0 10.0 40.00/40.00 240.0/240.0 14.00/14.00 28.0 8.90 183.0/1 40.00/40.00 5.00 No restrictions VIb No restrictions 8.90 82.0 Va A 22.00 A VIb 30.00 A 16.50/16.50 5.40 125.0/125.0 ... VIb Va A 13.40/13.40 5.40 89.0/89.0 … A IV A .../... 18.00/18.00 6.50 124.0/124.0 .../... 11.00 … 10.90 Va ... No restrictions A No restrictions VIb ... VIb ...... A A VIb A 1 E E 60-03 HUMBER 18.0 E 60-07 GÖTA ÄLV E 60-09 LAKE MÄLAREN 60-14 E Peenemünde Stralsund - - WolgastSzczecin - ...... WATERWAY WATERWAY E 60-03-02 E 60-03-04 E 60-03-06 E 60-03-08 E
Informal document SC.3/WP.3 No. 16 (2011) page 35 10 COMMENTS Bridge height in closed position 5.25
9 A Canalized A A A Canalized canalized A Partly A A Sea vessels route A A Canalized A A B B C C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
28
20 20 8 20 IV Va Va Va Va Va Vb Va Vb Vb VIb A VIb A VIb VIb IV IV Va/IV IV CLASS
2 2 7 (m) 5.00 9.10 9.10 9.10 6.00 5.25 5.25 24.50 24.50 12.00 24.50 10.50 11.50 11.50 MINIMUM BRIDGES**** No restrictions HEIGHT UNDER 6 (m) 4.35 4.35 3.60 4.35 2.40 2.20 6.00 3.00 3.00 3.00 2.50 2.80 2.80 12.20 DRAUGHT /23.50 12.20 No restrictions VIb restrictions A No /23.50 12.20 5 (m) WIDTH*** 9.50/9.50 9.50/9.50 15.00/15.00 15.00/15.00 12.60/12.60 12.60/12.60 11.80/11.80 23.50/23.50 23.50/23.50 11.50/22.80 11.50/17.00 11.50/11.50 11.45/11.45 11.45/11.45 4 (m) 80.0/80.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 82.0/156.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 200.0/200.0 200.0/200.0 110.0/185.0 110.0/185.0 110.0/110.0 110.0/110.0 110.0/185.0 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 55.0 55.0 34 2 SECTION OF E WATERWAY Mälkiä VyborgLock - Mälkiä Lock - Kuopio Kuopio - Iisalmi Joensuu - Nurmes MAAS Peenestrom From to Demmin NIEUWE 300.0 Europoort - Botlek 82.5/82.5 LEK 12.60/12.60 4.35 Botlek Krimpen - 110.0/110.0 24.50 100.0 Va 12.60/12.60 NEDER-RIJN A 12.60/12.60 2.40 Krimpen Wijk - Duurstede bij 110.0/110.0 Enschede 12.00 Va 4.35 IJSSEL MITTELLANDKANAL A 12.60/12.60 4.35 150.0 Wijk bij Duurstede - IJsselkop - 110.0/110.0 Bergeshövede 24.50 Va 23.8 TWENTEKANAAL - 24.50 A IJsselkop Zutphen - Zutphen - 11.80/11.80 2.40 80.0/80.0 10.50 82.0/156.0 TWENTE IV IV Enschede A 9.50/9.50 MITTELLANDKANAL A 2.20 52.7 9.50/9.50 110.0/110.0 60.7 200.0/200.0 2.50 (includingthe Rothenseer Verbindungskanal) - 6.00 Va/IV A 110.0/185.0 23.50 - 5.00 200.0/200.0 49.8 11.50/22.80 43.6 110.0/185.0 23.50/23.50 - 11.50/17.00 3.00 326.0 - 6.00 3.00 110.0/185.0 - 110.0/110.0 9.10 - 11.45/11.45 11.50/11.50 9.10 - Va 2.50 3.00 Vb A 4.00 9.10 A Va B 1 E E 61 PEENE E 70 NIEUWE WATERWEG 19.7 65.0 E 60-11 SAIMAA CANAL 40.0 E 60-11-02 From E 60 - to 11 Joensuu 140.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 36 10 COMMENTS
operation Canal and free- 9 B B B Spandau Lock not in B When going B When going upstream B Free-flowing A A C When going C When going upstream C C C downstream C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
54
28 28 28 28 28 28
28 37 37 28
8 ... 20 20 20 20 20 20 IV IV Vb Vb Va IV 20 IV Va IV IV IV IV IV IV CLASS IV
7 ... (m) 4.54 III C downstream 4.54 III C 4.54 III C 5.25 5.25 5.25 4.20 4.20 5.25 5.25 5.25 7.00 7.08 4.20 4.20 5.03 II B MINIMUM BRIDGES**** HEIGHT UNDER
39 39 39 39 32 32
6 32 32 ... (m) 2.80 2.80 2.20 1.80 1.80 2.50 2.50 1.20 1.20 1.20 1.60 1.20 1.30 DRAUGHT 5 (m) .../... /9.00 /9.50 /9.50 WIDTH*** 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.40/11.40 11.40/11.40 11.40/11.40 4 (m) .../... /156.0 /156.0 /156.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 82.0/125.0 82.0/125.0 82.0/125.0 82.0/125.0 85.0/110.0 85.0/118.0 110.0/185.0 110.0/185.0 110.0/110.0 110.0/150.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED 82.0/125.0 11.45/11.45 82.0/125.0 11.45/11.45 82.0/125.0
3 (km) LENGTH LENGTH
40 38 2 SECTION OF E WATERWAY Mouth of the Havel Oder-Wasserstraße - - Kostrzyn Mouth of the Havel Oder-Wasserstraße - - Kostrzyn Plaue - Spree ODER-WASSERSTRAßE - - Plaue HAVEL UNTERE - WASSERSTRAßE HAVEL 92.5 0.0 km - 92.5 km ODER 86.0/86.0 68.0 9.50/9.50 1.90 3.55 ODER 49.4 82.0/82.0 9.50/9.50 1.65 4.25 BYDGOSKI NOTEC BRDA CANAL - WARTA - - WISLA Kostrzyn Bydgoszcz - /156.0 /9.50 WISLA Mouth of River Brda - Biala Gora (772.5 km - 886.6 km) 49.4 11.45/11.45 82.0/125.0 294.0 SZKARPAWA Biala Gora - Gdanska Glova (886.6 km 931.0 - km) Gdanska Glova Elblag - /137.0 85.0/110.0 1.60 /156.0 /9.50 /11.45 1.60 11.40/11.40 114.1 11.45/11.45 82.0/125.0 110.0/150.0 44.4 11.40/11.40 57.0/96.0 25.4 2.50 9.0/9.0 6.80 1.30 Va 85.0/118.0 11.40/11.40 3.57 A 1.60 II 7.08 C II flowing rivers B 1 E E 70 E KANAL ELBE - HAVEL 56.0 (continued) 80.0/125.0 9.00/8.25 2.00 4.30 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 37 10 COMMENTS
9 A A B B B B B B B C C C C C C Canalized C C C ... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
56 28
28 28 28 28 28 28 28
21 21 28 21
8 20 III ... IV 20 20 20 20 20 20 Va A Va A Vb Va Vb Vb 21 Vb Vb 20 Va/Vb IV IV IV IV IV IV CLASS Va IV Va
2 2
7 ... (m) 4.60 6.00 5.25 5.25 5.25 5.25 5.25 5.25 4.00 4.00 8.50 8.50 MINIMUM BRIDGES**** No restrictions HEIGHT UNDER
6 ... (m) 2.00 2.50 3.60 2.50 2.80 2.80 2.80 2.80 2.00 2.80 2.00 2.20 DRAUGHT
/11.40 2.50 No restrictions Vb A restrictions No /11.40 2.50 5 (m) .../... /9.00 WIDTH*** 9.00/9.00 9.75/9.75 9.50/9.50 11.40/11.40 11.50/11.50 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 4 (m) .../... /156.0 85.0/85.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 56.0/118.0 110.0/185.0 110.0/110.0 110.0/110.0 110.0/185.0 110.0/185.0 110.0/185.0 100.0/185.0 110.0/110.0 110.0/110.0 110.0/185.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
56.0/118.0 9.00/9.00 1.60 4.60 II C 9.00/9.00 1.60 56.0/118.0 4.60 II C 3 (km) LENGTH LENGTH 2 to Hannover - Linden 10.0
55 anch to Hildesheim 15.0 SECTION OF E WATERWAY Biala Gora - Elblag ZALEW WISLANY ZALEW Gouda Elblag Kaliningrad - - Kaliningrad - Klajpeda Krimpen 96.0 From Twentekanaal to Almelo 11.50/11.50 3.60 110.0/110.0 ... 110.0/185.0 11.40 .../...... /... 110.0/110.0 ... From km 0.0 to Westhafenkanal and Westhafenkanal SPREE 9.75/9.75 ...... 82.0/82.0 ... 9.50/9.50 2.50 From Westhafen Berlin Britzer to Verbindungskanal 2.00 4.00 82.0/82.0 9.50/9.50 From km 0.0 to Westhafen Berlin 2.20 6.00 4.00 82.0/82.0 9.50/9.50 2.20 4.00 11.45/11.45 2.50 IV 100.0/185.0 5.25 82.0/82.0 Vb B 86.0/125.0 9.50/8.25 B 1.90 9.50/9.50 4.50 14.0 2.00 82.0/82.0 9.50/9.50 1.90 4.60 3.51 67.0/91.0 9.00/9.00 2.00 3.72 III C 1 E E 70 NOGAT 62.0 E 70-01 HOLLANDSCHE IJSSEL E 70-03 ZIJKANAAL E 70-02 Mittellandkanal branch to Osnabrück E 70-04 Mittellandkanal branch E 70-06 Mittellandkanal br E 70-08 19.7 Mittellandkanal branch to Salzgitter 13.0 E 70-05 HAVELKANAL E 70-10 SPREE 17.6 18.0 E 70-12 BERLIN - SPANDAUER SCHIFFAHRTSKANAL 8.0 35.0 9.0 (continued) WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 38 10 COMMENTS Completion of worksin progress
9 B A Free-flowing A A Canalized A A A New link built to be C C C C C C C C C C FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
28 28 28 28 28 28 28 28 28
21
8 III 20 20 20 20 20 20 20 20 20 Vb VII Vb Vb Vb Vb Vb IV IV IV IV IV IV IV IV IV CLASS
Vb A Vb A 57 57
7 ... (m) 5.25 2.97 4.00 3.80 4.30 3.95 6.50 6.50 7.00 7.00 MINIMUM BRIDGES**** HEIGHT UNDER
6 (m) 2.80 2.00 2.00 2.00 2.00 2.00 3.50 3.50 3.00 3.00 3.00 DRAUGHT
5 (m) /9.00 /8.25 WIDTH*** 9.50/8.25 8.25/8.25 9.50/9.50 9.50/9.50 9.50/9.50 11.45/11.45 14.00/14.00 11.40/15.00 11.40/11.40 11.40/11.40 11.40/11.40
4 (m) /91.0 /156.0 .../185.0 .../180.0 .../180.0 .../180.0 .../185.0 67.0/91.0 86.0/86.0 82.0/82.0 82.0/82.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 82.0/156.0 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY VERBINDUNGSKANAL ODER WASSERSTRAßE SPREE - - From the Britzer Verbindungskanal to Oder - Spree Kanal ODER WASSERSTRAßE SPREE - - From Oder Spree - Kanal to Oder 80.0/91.0 9.00/9.00 1.75 18.0 4.40 86.0 From 0.0 km to 8.65 km and Notte SEINE 82.0/125.0 67.0/91.0 /91.0 SEINE Tancarville 9.50/8.25 Rouen - /9.00 8.25/8.25 OISE Rouen - Conflant 2.00 86.0/86.0 1.85 9.50/9.50 OISE 1.90 3.80 Conflans - Creil 82.0/82.0 9.50/9.50 2.97 1.75 4.00 /156.0 /8.25 4.30 Creil - Compiègne SEINE - MOSELLELINK 82.0/82.0 9.50/9.50 III Compiègne ReimsAmbly-sur-Meuse - - Toul - 1.90 3.95 96.1 C .../185.0 14.00/14.00 3.50 171.0 7.00 59.0 39.7 250.0 - .../180.0 11.40/15.00 .../180.0 .../180.0 3.50 - 11.40/11.40 11.82 5.95 - 11.40/11.40 2.50 Vb 2.50 - 5.25 A 5.25 Vb - Vb VII B - B A - Sea vessels route 1 E E 71 TELTOWKANAL BRITZER AND 31.0 E 80 LE HAVRE - TANCARVILLE CANAL 19.0 E 71-02 POTSDAMER HAVEL E 71-04 TELTOWKANAL - OSTSTRECKE E 71-06 DAHME WASSERSTRASSE - 7.0 30.0 10.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 39 10 COMMENTS * 135.0 under certain conditions
9 B B B B B A B A A A B B B B B B B A A A FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
64 21 28
64 64 21 21 21 21 21 21 21 21 20 8 21 28 Vb Vb Vb Vb Vb Vb B Vb B VIc VIc VIb Vb Vb Vb Vb Vb Vb VIb CLASS Va VIb VIa Vb VIb 67
58 59 59 61 61 65 65 7 (m) 6.17 6.17 9.10 9.10 9.10 6.00 6.00 6.00 6.00 6.00 8.00 8.00 9.10 VIb A 9.10 VIb A 6.00 6.00 6.00 6.00 6.00 6.00 6.00 MINIMUM BRIDGES**** HEIGHT UNDER 5.75 4.74 14 14 15 62 62 63 63 63 63 63 63 6 (m) 3.00 2.80 2.10 2.90 2.90 2.70 2.70 2.80 2.70 2.10 2.10 2.70 2.70 2.10 2.70 2.70 2.80 2.70 DRAUGHT
2.70 66 13 66 5 (m) WIDTH*** 11.45/11.45 2.60 11.45/11.45 11.45/11.45 2.30 6.00 11.40/11.40 11.45/11.45 22.90/22.90 22.90/22.90 14.00/14.00 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/11.45 11.45/22.90 11.40/22.80 22.90/34.35 11.45/22.90 /110.0 /190.0 /190.0 /190.0 /190.0 4 60 60 60 60 60 (m) .../170.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 135.0/193.0 110.0/193.0 135.0/186.5 110.0/190.0 110.0/190.0 110.0/190.0 110.0/190.0 110.0/185.0 110.0/185.0 110.0/185.0 110.0*/185.0 110.0 110.0 110.0 110.0 110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY MOSELLE RHINE Apach - Koblenz (242.4 km - 0.0 km) Koblenz Bad Salzig- RHINE MAIN Bad Salzig - Mainz MAIN 0.0 km -km 37.2 242.4 MAIN 37.2 km - 84.0 km 110.0*/172.1 MAIN 11.45/11.45 27.0 84.0 km - 260.0 km 2.80 km 260.0 km - 384.0 61.0 DONAU MAINKANAL - 22.90/22.90 0.0 km - 7.4 km 110.0/269.5 DONAUKANAL MAIN - DANUBE 37.2 7.4 km - 171.0 km DANUBE 46.8 110.0/186.5 2411.6 km - 2376.8 km DANUBE 22.90/22.90 176.0 2376.8 km - 2328.4 km 110.0/190.0 124.0 14.00/14.00 110.0/190.0 2328.4 km - 2249.0 km 7.4 11.45/11.45 110.0/190.0 2.70 163.6 11.45/11.45 2.70 6.00 34.8 2.70 48.4 Vb 6.00 79.4 110.0/185.0 B 11.40/11.40 Vb 110.0/185.0 11.40/22.80 110.0/110.0 B 1 E E 80 MOSELLE 128.4 (continued) Toul - Apach .../170.0 11.40/11.40 2.50 5.04 Vb B WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 40
10 COMMENTS
9 B A A A A A A When going A Maximum A When going upstream. A 4 barges/cargo vessels A When going downstream A When going upstream A A When going downstream A When going upstream FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
21 21
20 20 8 64 28 VIc VIc VIc VIc VIc VIc VIb VIb VIb VIb VIb VIb VIb VIb A VIb A VIb A VIb A VIb A CLASS VIb VIb 68 70 73 74 74 7 (m) 8.00 8.00 8.00 8.00 8.00 9.10 9.10 9.10 9.10 9.10 8.00 VIb A 8.00 VIb A 8.00 VIc A 10.00 10.00 10.00 10.00 7.06 7.06 MINIMUM BRIDGES**** HEIGHT UNDER 4.61 7.42 7.85 63 63 69 69 71 72 69 69 69 69 71 72 71 72 6 (m) 3.50 3.50 3.50 3.50 3.50 2.70 2.70 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 DRAUGHT 5 (m) WIDTH*** 22.90/22.90 23.00/23.00 23.00/23.00 23.00/23.00 23.00/23.00 23.00/23.00 23.00/23.00 23.00/12.00 23.00/12.00 22.80/22.80 22.80/22.80 33.40/33.40 22.80/33.40 33.40/33.40 4 (m) .../230.0 .../230.0 .../230.0 .../275.0 .../195.0 .../195.0 .../275.0 .../275.0 … /275.0 … /275.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 120.0/180.0 275.0/275.0 195.0/275.0 195.0/275.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) 20.0 20.0 LENGTH LENGTH 2 SECTION OF E WATERWAY
75 DANUBE DANUBE DANUBE 2201.8 km - 2038.2 km DANUBE 2038.2 km - 2008.0 km DANUBE 2008.0 km - 1949.2 km DANUBE 1949.2 km - 1921.0 km 1921.0 km - 1880.3 km 163.6 30.2 58.8 DANUBE .../230.0 CANAL 28.2 .../230.0 DERIVATION 23.00/23.00 Devín - Bratislava 40.7 1880.3 km - 1862.0 km DANUBE .../230.0 23.00/23.00 .../275.0 23.00/23.00 51.0 Bratislava - Sap, 1862.0 km - 1811.0 km .../110.0 23.00/23.00 Sap - Klížska Nemá .../110.0 23.00/35.00 1811.0 km - 1791.0 km 23.00/35.00 vessels 18.3 .../195.0 23.00/23.00 barges/cargo .../195.0 23.00/23.00 4 275.0/275.0 22.80/22.80 2.50 /195.0 Maximum 33.40/33.40 … /195.0 … 3.50 22.80/34.20 2.50 9.10 195.0/140.0 22.80/33.40 VIc downstream. 1.70 A 9.10 VIc A 1 E E 80 DANUBE 47.2 (continued) 2249.0 km - 2201.8 km 120.0/185.0 22.80/22.80 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 41
10 COMMENTS
9 A When going downstream A When going upstream A A When going downstream A When going upstream Free-flowing A Free-flowing A Free-flowing A Free-flowing A Free-flowing A A Canalized A Canalized A Canalized A Canalized FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 ...... VII A VII A VII VII VII VII VIc A VIc A VIc B VIc VIc VIc VIc VIc VIb A VIb A VIb A CLASS
79 76 76 77 78 7 ...... (m) 9.10 9.10 9.10 9.10 8.15 7.30 7.30 8.40 6.82 MINIMUM BRIDGES**** HEIGHT UNDER 10.00 79 6 ...... (m) 3.50 3.50 2.50 2.50 4.50 DRAUGHT 5 (m) .../...... /...... /...... /...... /...... /...... /...... /... restrictions 2.50 No restrictions restrictions VIc 3.50 A No restrictions VII A WIDTH*** 22.80/33.40 33.40/33.40 11.40/34.20 11.40/34.20 11.40/22.80 11.40/35.00 4 (m) 0/140.0 22.80/33.40 1.70 9.10 VIc A .../...... /...... /...... /...... /...... /...... /...... /... restrictions No restrictions 1.70 restrictions No ... VIb A CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 195.0/275.0 195.0/275.0 110.0/280.0 110.0/280.0 110.0/285.0 110.0/285.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY 82.8 82.8 75 1791.0 km - 1708.2 km DANUBE DANUBE Szob - Budapest km(1708.2 1652.0 - km) 1652.0 km - 1642.5 km DANUBE DANUBE 33.40/33.40 1.70 1642.5 km - 1433.0 km 195.0/195.0 9.10 VIc DANUBE A No 1433.0 km - 1366.0 km 56.2 DANUBE 33.40/33.40 1.70 1366.0 km - 1295.5 km 195.0/195.0 9.5 9.10 VIc DANUBE A 1295.5 km - 1215.0 km DANUBE 1215.0 km - 1175.0 km 109.5 .../175.0 DANUBE 1175.0 km - 1075.0 km 67.0 .../240.0 DANUBE .../35.00 .../50.00 2.50 1075.0 km - 947.0 restrictions km No 70.5 No restrictions DANUBE 2.50 km 947.0km - 931.0 restrictions No 80.5 1.70 No restrictions restrictions No 40.0 2.50 No restrictions 100.0 110.0/285.0 2.50 8.20 11.40/22.80 restrictions No 128.0 No 9.70 VIc 2.50 restrictions No 16.0 No restrictions VIc A 65.0 restrictions No 3.50 No A 9.15 .../300.0 VII .../33.00 A 1 E E 80 DANUBE (continued) Klizska Nema - Szob 195. WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 42 10 COMMENTS Link needs be significantly improved
9 B A Free-flowing from from Free-flowing A Free-flowing A Free-flowing A Free-flowing A Free-flowing A B B ... Canalized ... Canalized ... Canalized A/B FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
21 21
8 VII A 863.0 km 863.0 VII A VII VII VII VII VII Vb Vb Vb Va Vb Vb ... Vb ... Vb Vb CLASS
79 80 81 81
7 ...... (m) 5.50 5.25 5.25 5.75 5.25 9.50 VII A 9.50 VII A 38.00 VII A 38.00 VII A 5.15 5.15 MINIMUM BRIDGES**** HEIGHT UNDER 10.00 17.70 79 80 44 44
6 ...... (m) 2.80 2.80 2.80 2.80 2.80 4.50 2.50 7.30 3.50 DRAUGHT 3.00 - 3.50 3.00 -
5 (m) .../...... /...... /...... /... restrictions 3.50 No restrictions VII restrictions 2.50 A No restrictions VII A WIDTH*** 11.40/11.40 11.40/11.40 11.40/11.40 11.40/11.40 11.45/11.45 11.45/11.45
4 (m) .../...... /...... /...... /...... /180.0 .../180.0 .../180.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 120.0/120.0 110.0/185.0 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY km 931.0km - 866.0 DANUBE DANUBE km 860.0km - 845.0 DANUBE km 845.0km - 170.0 km 170.0km - 0.0 Tancarville Estuary - SEINE restrictions No Paris Conflant - 15.0 No SEINE Paris - Montereau (178.0 km 68.0- km) 675.0 SEINE Montereau - Bray (68.0 km - 46.0 km) 170.0 Saarbrücken restrictions No No Bray - Nogent (46.0 km 19.0 - km) - restrictions No SAAR No restrictions Moselle Völklingen - Völklingen restrictions No No restrictions 110.0 .../180.0 11.45/11.45 2.80 110.0/185.0 5.25 22.0 11.40/11.40 .../180.0 .../180.0 27.0 2.80 11.40/11.40 120.0/120.0 2.20 2.80 - 11.40/11.40 5.50 8.00/8.00 3.50 3.00 - 5.20 17.7 2.00 Vb Vb 110.0/185.0 B 11.45/11.45 … B 2.80 II 5.75 VII C Vb A Sea vessels route B 1 E E 80 DANUBE 6.0 E 80-02 SEINE E 80-04 SEINE E 80-06 SAAR 26.0 62.0 73.7 (continued) km 866.0km - 860.0 .../300.0 .../33.00 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 43 10 COMMENTS
9 B A A New link built to be B Canalized B Canalized B Lock Itebej is out of B B A B C Free-flowing C ...... FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 II II III ...... IV IV IV IV IV Vb Va Va CLASS 7 ...... (m) 3.00 5.25 9.60 6.48 3.00 6.20 6.80 7.60 5.25 MINIMUM BRIDGES**** No restrictions HEIGHT UNDER 6 ...... (m) 1.60 1.60 2.50 2.50 2.50 1.60 2.50 2.50 2.50 2.50 DRAUGHT 5 (m) .../...... /...... /...... /...... /22.80 WIDTH*** 6.60/6.60 9.00/9.00 9.50/9.50 6.60/6.60 9.50/9.50 9.50/9.50 9.50/9.50 9.50/9.50 11.40/11.40 4 (m) .../...... /...... /...... /...... /140.0 57.0/57.0 67.0/67.0 85.0/85.0 57.0/57.0 85.0/85.0 85.0/85.0 85.0/85.0 85.0/85.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/185.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
85.0/85.0 9.50/9.50 2.50 9.50/9.50 85.0/85.0 5.25 IV B 3 (km) LENGTH LENGTH 2 ) 82 SECTION OF E WATERWAY 305.7 (207,0km - 203.3 DRAVA km 198.6km - 55.45 Samac DRAVA kmkm - 14.05 55.45 - km km - 0.0 14.50 Vukovar border Serbia/Hungarian TISZA km 173.0 160.0 - Timisoara 41.4 BEGEJ - From the mouth to the Klek Lock to 8.20/11.40 85.0/172.0 2.50 14.5 BEGA 77.70 57.0/57.0 IV - From the Klek Lock to the Itebej Lock Up B 67.0/67.0 6.60/6.60 - SAVA - 9.00/9.00 1.60 85.0/85.0 km 653.0 km - 583.0 - 13.0 SAVA - 1.60 km 583,0 km - 363.2 9.50/9.50 3.00 SAVA .../... km 363.2 km - 330.3 2.50 85.0/132.0 5.25 31.5 .../... II SAVA 70.0/... No restrictions km 330,3 km - 305.7 ... 8.20/11.40 .../... III IV ...... C 8.20/9.00 ... 2.50 ... B A .../... 2.00 219.8 ... 33.0 ... 57.0/57.0 ... Va 24.6 70.0/85.0 6.60/6.60 III ... B 102.4 85.0/85.0 9.00/9.00 1.60 B IV 70.0/70.0 9.50/9.50 2.00 3.00 order 9.00/9.00 2.50 ... 6.20 II 2,00 6.80 III C 7.60 IV B III B A 1 E E 80-08 DRAVA E 80-10 DANUBE SAVA - CANAL E 80-01 TISZA, From the mouth to 143.15 61.0 164.0 E 80-12 SAVA, 70.0 E 80-01-02 BEGEJ 34.1 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 44 10 COMMENTS
9 A A Free-flowing A Free-flowing A Free-flowing A A Sea vessels route ... construction ... Under ... Free-flowing ... Free-flowing ... Free-flowing ... Free-flowing FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 ...... Va Va VII VII VII VII VIc CLASS 7 ...... (m) 11.00 16.50 12.50 MINIMUM BRIDGES**** No restrictions No restrictions No restrictions No restrictions HEIGHT UNDER 6 ...... (m) 3.00 3.80 7.20 7.20 7.20 7.20 5.50/3.80 DRAUGHT 5 (m) .../...... /...... /...... /...... /...... /11.40 WIDTH*** 16.80/23.50 11.50/11.50 17.50/40.00 17.50/40.00 17.50/40.00 17.50/40.00 4 (m) .../...... /...... /...... /...... /...... /106.6 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 138.3/296.0 110.0/120.0 125.0/300.0 125.0/300.0 125.0/300.0 125.0/300.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
125.0/300.0 17.50/40.00 7.20 No restrictions VII A restrictions No 7.20 17.50/40.00 125.0/300.0 3 (km) 98.0 98.0 LENGTH LENGTH 2
83 SECTION OF E WATERWAY DANUBEKILIA ARM - Up to Slatina to Up .../... PRUT .../... the From Kakhul mouth to ... From Kakhul to Ungheni ...... Ismail Cape - Chatal - Vilkovo (116.0 km18.0 - km) DANUBE KILIA - ARM, Vilkovo Bistroe - Arm Outlet (Old Istanbul Arm) (18.0 km - 11.0 km) DANUBE KILIA - ARM, Bistroe Arm Outlet - 16.50 5.50/3.80 VIc - 16.80/23.50 Sea approach canal (11.0 km 1.57 - km) A 7.0 138.3/296.0 SEA APPROACH CANAL 11.50/11.50 - 3.80 km (-1.85) 1.57 - 110.0/120.0 12.50 Va 322.0 A - 0.0 km km- 89.0 42.0/60.3 9.43 DANUBE ST. GEORGE - ARM - 89.0 km - 108.0 km 7.80/7.80 - 42.0/60.3 125.0/300.0 - 17.50/40.00 125.0/300.0 1.00 7.80/7.80 17.50/40.00 7.20 3.42 1.00 9.00 No restrictions 5.85 VII 19.0 No restrictions 8.50 II VII A 125.0/300.0 II C A 17.50/40.00 C .../... 5.85 .../... No restrictions VII .../...... /... A 2.50 2.50 ...... Vb VIb ...... 1 E E 80-03 OLT E 80-05 DANUBE BUCURESTI - CANAL E 80-14 DANUBE BLACK - SEA CANAL E 80-07 PRUT 73.0 E 80-09 64.4 ... E 80-16 DANUBE ST. GEORGE - ARM 85.0 89.0 E 80-14-01E NAVODARYALBA - MIDIA POARTA 27.5 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 45
10 COMMENTS
9 A Modernization only A Modernization navigation A Local canalized A Partly A Canalization A Canalized upstream A Free-flowing B ...... Free-flowing ... Free-flowing … New link built to be FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 III ...... Va Va Va VIc VIa VIa VIa VIb CLASS 7 ...... … (m) 7.00 7.00 7.00 7.00 6.30 11.00 Va A from Oust-Donetsk from 11.00 Va A 11.00 13.20 MINIMUM BRIDGES**** HEIGHT UNDER
84 84 6 ...... … … … (m) 2.80 2.80 6.70 3.60 1.80 3.20 3.20 DRAUGHT 5 (m) .../...... /...... /16.20 .../28.50 WIDTH*** 22.80/22.80 22.80/22.80 22.80/22.80 11.40/11.40 11.40/11.40 24.60/24.60 14.00/14.00 4 (m) 0/110.0 11.40/11.40 … 7.00 Va A necessary .../...... /...... /...... /141.0 .../269.0 65.0/85.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY VÁH Komárno - Selice (0.0 km - 42.1 km) VÁH Selice - Král'ová (42.1 km - 63.1 km) VÁH Král'ová Hlohovec- (63.1 km - 101.9 km) Hlohovec Žilina - (101.9 km - 245.0 km) VÁH - ODER LINK Astrakhan 110.0/110.0 - 22.80/22.80 DON AND VOLGO - DONSKOY KANAL VOLGA 110.0/110.0 21.0 Krasnoarmeysk Azov - Krasnoarmeysk 110.0/110.0 22.80/22.80 1.60 (DNESTR) 38.8 22.80/22.80 Bender 110. 1.60 NISTRU (DNESTR) 143.1 7.00 … Belgorod Dnestrovskiy - Ukraine/Moldova border - .../269.0 579.0 .../28.50 NISTRU 3.80 7.00 13.20 VIa 38.2 Ukraine/Moldova border - Reskeet VIb Reskeet A 7.00 VIa A VIa … 98.0 necessary A 488.0 .../85.0 .../... … 24.60/24.60 6.70 A 103.0 14.00/14.00 1.80 85.0/85.0 ... … 13.50 .../141.0 VIc III Modernization necessary .../14.00 … ... B … … .../16.20 1.70 85.0/85.0 14.00/14.00 6.30 1.80 III 6.30 B III B 1 E E 81 VÁH E 90 KORINTHOS CANAL 42.1 ... E 90-03 DNESTR 39.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 46 10 COMMENTS Canalized – project under development 2.5 mt x 250 days per 300 aim: 2.5 mt x year - days/year days/year navigation 2.5 mt x 200 days per 250 aim: 2.5 mt x year - days/year days/year 2.5 mt x 150 days per 200 aim: 2.5 mt x year - days/year
9 B B Canalized B B 2.5 mt x 250 days per B B B B A Punta From Sdobba to B B 2.5 mt x 200 days per B FOR COMBINED SUITABILITY SUITABILITY TRANSPORT** 8 IV IV IV Va Va Va Va Va Va Va VII Va CLASS
7 (m) 6.50 6.50 6.50 6.50 6.80 6.50 6.50 6.50 6.50 6.50 MINIMUM unlimited BRIDGES**** HEIGHT UNDER
6 (m) 2.50 2.50 3.00 2.50 3.50 2.50 2.50 2.50 2.50 2.50 2.50 DRAUGHT
5 (m) 9.50 WIDTH*** 9.50/9.50 12.00/12.00 12.00/12.00 12.00/12.00 11.00/11.00 12.00/12.00 12.00/12.00 12.00/12.00 12.00/12.00 12.00/12.00
4 (m) 80.0/80.0 80.0/80.0 80.0/80.0 CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
110.0/110.0 12.00/12.00 2.50 11.00/11.006.80 IV 80.0/80.0 B 2.50 6.50 IV B 310 aim: 2.5 mt x year - 3 (km) LENGTH LENGTH 2 SECTION OF E WATERWAY (Mantova) Grimana Fromto Pizzighettone Milano MILANOPO CANAL - PO From Pizzighettone to Cremona PO From Cremonato Casalmaggiore RIVER MINCIO From Casalmaggiore to the mouthof the Mincio River PO FromInferiore Lago (Mantova)mouthto the (Governolo) 14.0 VENETA From the mouth of the Mincio River (Mantova) to Volta .../... 110.0/110.0 PO - BRONDOLO CANAL LAGUNA VENETA 54.0 12.00/12.00 110.0/110.0 From Volta Grimana (Po) to Marghera (Venezia) 80.0/80.0 17.0 LAGUNA .../... 12.00/12.00 2.50 11.00/11.00 From Margherato Porto Nogaro Sdobba) (Punta 77.0 2.50 2.50 unlimited From Porto Nogaro Sdobba)(Punta to Monfalcone-Trieste ... Va 120.0 6.50 PO 6.50 From Cremonato Piacenza 99.0/99.0 129.0 ... 60.0 70.0 B IV 10.00/10.00 80.0/80.0 IV PO Piacenza From to Pavia ... 2.50 9.50/9.50 B B From Pavia to Casale Monferrato ... 2.50 6.50 IV 6.50 IV B 80.0/80.0 60.0 9.50/9.50 B 70.0/70.0 85.0 70.0/70.0 2.50 8.00/8.00 VII 8.00 6.50 2.50 A IV 2.50 6.50 Trieste coastal route B 6.50 III III C 250 aim: 2.5 mt x year - C 1 E E 91 MILANO - PO CANAL 96.0 E 91-02 PO 37.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 47 10 COMMENTS Upgrade to classe Va under project Upgrade to class Va under project
Coastal route Coastal 9 B B A A A project under Upgrade B construction B Under FOR COMBINED SUITABILITY SUITABILITY TRANSPORT**
8 Va Va Va Va Va Va VIb CLASS
7 (m) 6.50 6.50 6.50 6.50 7.00 6.50 6.50 MINIMUM BRIDGES**** HEIGHT UNDER
6 (m) 2.50 2.50 3.50 3.50 3.50 2.50 2.50 DRAUGHT
5 (m) WIDTH*** 12.00/12.00 12.00/12.00 12.00/12.00 23.00/23.00 12.00/12.00 12.00/12.00 12.00/12.0.0
4 (m) CONVOYS WHICHMAY BE ACCOMMODATED LENGTH*** 110.0/110.0 110.0/110.0 110.0/110.0 110.0/110.0 195.0/195.0 110.0/110.0 110.0/110.0 MAXIMUM DIMENSIONS OF VESSELS AND PUSHED
3 35 35 (km) LENGTH LENGTH 110.0/110.0 12.00/12.00 2.50 6.50 IV B IV 6.50 2.50 12.00/12.00 110.0/110.0 85 2 SECTION OF E WATERWAY
85 PO GRANDE From Ferrarra to Porto Garibaldi/Ravenna CANAL From Volta Grimana to the mouth MANTOVA-ADRIATICO CANAL From Mantova-Valdaro Lock to Ostiglia MANTOVA-ADRIATICO From Ostiglia to Barricetta Lock 80.0 From Barricetta Lock to Porto Levante 96.0/96.0 33.0 Sea Adriatic the to Canal Brondolo Po - From 12.00/12.00 110.0/110.0 2.50 110.0/110.0 ADRIATIC COASTAL ROUTE 12.00/12.00 From Ravennato Trieste 12.00/12.00 4.10 2.80 3.00 110.0/110.0 110.0/110.0 IV 12.00/12.00 6.36 12.00/12.00 6.50 B 2.50 2.80 Va 280.0 Va 5.50 5.50 B A IV … Va … B B … … … VII 1 E E 91-04 FERRARA WATERWAY E 91-06 E 91-01 MANTOVA-ADRIATICO CANAL E 91-08 80.0 PO DI LEVANTE E 91-03 25.0 PADOVA VENEZIA - CANAL 27.0 21.0 WATERWAY WATERWAY
Informal document SC.3/WP.3 No. 16 (2011) page 48
Annex 3 Table 2: Parameters of locks of inland waterways of international importance
Note on Table 2
The table contains detailed data on locks, ship lifts and inclined planes situated on E waterways. This also includes data on locks which are under construction or planned.
informal document SC.3/WP.3 No. 16 (2011) page 49
Table 2 Parameters of Locks of Inland Waterways of International Importance
E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 01 DUNKERQUE-VALENCIENNES CANAL 144.6 12.00 3.50 Dunkerque - Bouchain 143.3 12.00 3.50 Flandres locks 148.0 km - 0.0 km ESCAUT 144.6 12.00 3.00 Bouchain - Condé CONDÉ - POMMEROEUL CANAL 149.0 12.50 4.00 Hensies lock Pommeroeul - Hensies 151.75 12.50 4.00 Pommeroeul lock CANAL DU CENTRE 96.0 12.00 4.00 Obourg lock 149.0 12.50 4.50 Project Obourg lock Nimy - Seneffe 124.0 12.50 4.00 Havre lock 2x112.0 2x12.0 4.00 Strépy-Thieu I lift CHARLEROI - BRUXELLES CANAL 85.92 11.50 4.20 Viesville lock Seneffe - Charleroi 112.0 12.50 4.50 Project Viesville lock 85.80 11.50 4.30 Gosselies lock 112.0 12.50 4.50 Project Gosselies lock 85.10 11.50 3.50 Marchienne lock 112.0 12.50 4.50 Project Marchienne lock SAMBRE 119.40 12.50 3.44 Marcinelle lock Charleroi - Namur 112.00 12.50 3.50 Montignies lock 111.90 12.50 3.50 Roselies locks 136.30 12.50 3.10 Auvelais lock 111.90 12.50 4.00 Mornimont lock 111.90 12.50 3.55 Floriffoux lock 136.90 12.50 3.25 Salzinnes lock MEUSE 200.0 25.00 4.95 Grands Malades lock Namur - Liège 200.0 25.00 3.90 Andenne-Seilles lock 136.0 16.00 4.00 Ampsin-Neuville parallel locks 225.0 25.00 4.50 Project Ampsin-Neuville parallel locks 136.0 16.00 3.80 Ivoz-Ramet parallel locks 225.0 25.00 4.50 Project Ivoz-Ramet parallel locks LANAYE CANAL 136.0 16.00 4.00 Lanaye lock 225.0 25.00 4.50 Project Lanaye lock JULIANAKANAAL 136.0 16.00 3.60 Limmel lock complex 136.0 16.00 3.60 JULIANAKANAAL 142.0 16.00 4.00 Born lock complex 136.0 16.00 3.60 JULIANAKANAAL 142.0 16.00 7.90 Drielingsluis lock complex 142.0 16.00 7.90 142.0 16.00 7.90 MAAS LATERAL CANAL 142.0 16.00 4.00 Heel lock complex 142.0 16.00 4.00
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 01 MAAS 260.0 16.00 3.30 Belfeld lock complex (continued) 142.0 16.00 6.75 142.0 16.00 6.75 MAAS 260.0 16.00 3.30 Sambeek lock complex 142.0 16.00 6.75 142.0 16.00 6.75 E 01-02 MEUSE 100.0 12.00 2.79 La Plante lock Namur - Givet 100.0 12.00 2.75 Tailfer lock 100.0 12.00 2.75 Hun lock 100.0 12.00 2.75 Dinant lock 100.0 12.00 2.76 Houx lock 100.0 12.00 2.75 Anseremme lock 100.0 12.00 2.75 Waulsort lock 100.0 12.00 2.75 Hastière lock MEUSE 98.3 12.00 2.57 Anseremme lock Dinant - Hastière 98.3 12.00 2.57 Waulsort lock 100.0 12.00 2.49 Hastière lock Hastière - Givet ...... One lock CANAL DE L'EST Givet (0.0 km) - Écluse des 3 fontaintes 95.0 12.00 3.00 One lock (7.1 km) E 01-04-01 MONSIN CANAL 136.0 16.00 3.10 Monsin lock E 01-01 CANAL BOCHOLT - HERENTALS 55.0 7.50 2.50 Mol and Lommel locks (Nos. 1, 2 and 3) ZUID - WILLEMSVAART 65.0 7.50 2.50 Lock No.15 70.0 7.50 2.50 Lock No.16 50.0 7.00 1.90 Bocholt and Lozen locks (Nos. 18 and 17) KANAAL WESSEM - NEDERWEERT 150.0 12.60 3.95 Panheel lock Complex E 01-06 KANAAL VAN ST. ANDRIES 110.0 14.00 3.00 St. Andries lock E 01-03 ZUID - WILLEMSVAART 82.0 9.50 1.90 Lock No.13 82.0 9.50 1.90 Lock No.12 82.0 9.50 1.90 Lock No.11 82.0 9.50 1.90 Lock No.10 110.0 12.60 1.90 Helmond lock 110.0 12.60 1.90 Lock No.6 110.0 12.60 1.90 Lock No.5 110.0 12.60 1.90 Lock No.4 110.0 12.60 2.10 Schijndel lock 124.2 26.40 2.10 Lock No.0 92.0 18.00 2.70 Engelen lock
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 02 BOUDEWIJN CANAL 125.0 12.00 4.75 Boudewijn lock Zeebrugge - Brugge (12.0 km) 210.0 19.70 5.50 Visart lock 500.0 57.00 15.00 Vandamme lock Harelbeke lock - Warneton 195.0 12.50 2.30 Menin lock 185.0 12.50 4.50 Comines lock Deulémont - Quesnoy 110.0 12.00 2.80 Quesnoy lock 195.0 12.50 5.00 Project Quesnoy lock Quesnoy - Lambersart 144.6 12.00 3.50 Grand Carré lock Lambersart - Bauvin 146.2 12.00 3.50 Don lock E 02-02 GENT - OOSTENDE CANAL 120.0 17.50 4.70 Demey lock 282.5 18.00 ... Dok lock Brugge-Schipdonk 89.7 10.20 2.50 Dammepoort lock E 02-02-01 PLASSENDALE - NIEUWPOORT 90.0 6.35 ... Plassendale lock 124.0 12.50 ... Saint. Joris lock E 02-04 ROESELARE - LEIE CANAL 115.0 12.50 3.50 Ooigem lock Schipdonk - Ooigem 136.0 16.00 2.50 Sint-Baafs-Vijve lock Ooigem - Harelbecke lock 115.0 12.50 3.50 Harelbeke lock E 03 SCHELDE - RIJN CONNECTION 325.0 24.00 6.25 Volkeraksluizen 325.0 24.00 6.25 325.0 24.00 6.25 SCHELDE - RIJN CONNECTION 280.0 24.00 5.05 Krammersluizen 280.0 24.00 5.05 ZUID - BEVELAND CANAL 280.0 24.00 7.30 Hansweert 280.0 24.00 7.30 GENT - TERNEUZEN CANAL 290.0 38.00 13.50 Terneuzen Westsluis Complex 140.0 18.00 8.35 Middensluis 280.0 24.00 6.63 Oostsluis GENT CIRCULAR CANAL 136.0 16.00 3.80 Evergem lock E 04 BRUXELLES - SCHELDE CANAL 225.0 25.00 9.50 New Wintam lock 205.0 24.00 6.50 Zemst lock CHARLEROI - BRUXELLES CANAL Bruxelles - Clabecq 81.6 10.50 3.70 Six locks CHARLEROI - BRUXELLES CANAL 90.0 12.00 3.48 Ittre lock Clabecq - Seneffe 2 x 85.5 2 x 11.60 4.20 Ronquières inclined plan E 05 HAUTE ESCAUT 125.0 14.05 2.89 Herinnes lock Blénaries - Herinnes 124.5 14.00 2.89 Kain lock BOVEN-SCHELDE 124.5 14.05 3.50 Kerkhove lock Herinnes - Gent Circular Canal 125.0 14.00 3.50 Oudenaarde lock 125.0 14.00 3.50 Asper lock GENT CIRCULAR CANAL 180.0 18.00 variable Two Merelbeke locks BENEDEN - ZEESCHELDE 180.0 22.00 variable Royers lock Port of Antwerpen ALBERTKANAAL Six lock complexes of: Antwerpen - Eben - Emael 136.0 16.00 5.00 Two locks 200.0 24.00 5.00 One lock
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 05-02 NIMY-BLATON-PERONNES CANAL 86.0 12.00 3.50 Peronnes I lock Péronnes - Pommeroeul 86.0 12.00 3.50 Peronnes II lock E 05-01 BOSSUIT - KORTRIJK CANAL 38.7 5.15 1.80 Three locks 115.0 12.50 3.50 Zwevegem lock 115.0 12.50 3.50 Bossuit lock 115.0 12.50 3.50 Moen lock E 05-04 DENDER 55.0 7.50 … Denderbelle lock Aalst - Dendermonde 168.0 16.00 variable Dendermonde lock E 06 SCHELDE - RIJN CONNECTION 318.0 24.00 5.05 Kreekraksluizen 318.0 24.00 5.05 E 10 HARTELKANAAL 280.0 24.00 5.50 Grote Hartelsluis1 HARTELKANAAL 306.3 24.00 6.50 Rozenburgsesluis RHINE, downstream of Strasbourg 270.0 24.00 3.302 Iffezheim and Gambsheim locks RHINE 189.0 24.00 3.50 Strasbourg, large lock Strasbourg - Niffer 189.0 12.00 3.50 Strasbourg, small lock 190.0 24.00 4.25 Gerstheim, large lock 190.0 12.00 4.25 Gerstheim, small lock 185.0 24.00 5.20 Rhinau, large lock 185.0 12.00 5.20 Rhinau, small lock 185.0 23.00 5.30 Markolsheim, large lock 185.0 12.00 5.30 Markolsheim, small lock 185.0 23.00 5.75 Vogelgrun, large lock 185.0 12.00 5.75 Vogelgrun, small lock 185.0 23.00 5.65 Fessenheim, large lock 185.0 12.00 5.65 Fessenheim, small lock 185.0 23.00 5.05 Ottmarsheim, large lock 185.0 12.00 5.85 Ottmarsheim, small lock 182.9 25.00 5.00 Kembs, western lock3 190.0 25.00 5.00 Kembs, eastern lock3 RHÔNE - RHINE CANAL 190.0 12.00 5.05 Large chamber, draught 4.0 m Niffer - Mulhouse 85.0 12.00 3.50 Small chamber, draught 3.0 m RHÔNE - RHINE CANAL* 39.2 5.20 2.20 Existing locks, draught 1.8 m Mulhouse - St. Symphorien SAÔNE St. Symphorien - Lyon 185.0 12.00 3.50 219.0 km - 0.0 km RHÔNE AND RHÔNE-FOS CANAL Lyon - Fos via the Rhone-Fos canal 190.0 12.00 3.00/3.20 E 10-01 WESEL - DATTELN KANAL 222.0 12.00 4.004 DATTELN - HAMM KANAL 82.0 9.90 3.054 Hamm lock E 10-03 RHEIN - HERNE KANAL 190.0 12.00 4.004 E 10-05 RUHR 127.0 12.80 5.115 Raffelberg lock E 10-07 NECKAR, downstream of Plochingen 106.0 11.88 3.205 Besigheim lock
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 10-09 RHINE 183.0 25.00 5.00 Kembs Niffer - Huningue 190.0 25.00 5.00 Two large locks RHINE Huningue - Birsfelden 180.0/187.5 11.45 3.20 RHINE Birsfelden - Rheinfelden 110.0 11.45 3.20 E 10-04 RHÔNE - SÈTE CONNECTION Ecluse Sainte-Gilles - Espeyran 195.0 12.00 3.60 E 10-06 RHONE AND PORT SAINT-LOUIS CANAL Lyon - Fos via the Port Saint Louis Canal 135.0 19.00 5.25 Port Saint Louis lock E 11 AMSTERDAM - RIJNKANAAL - 50.00 5.13 Keersluis Zeeburg6 (no longer in use) 120.0 14.00 4.20 Zeeburg lock complex (no longer in use) AMSTERDAM - RIJNKANAAL 260.0 24.00 5.10 Prinses Irenesluis 350.0 18.00 4.20 AMSTERDAM - RIJNKANAAL ... 80.00 2.35 Keersluis6 260.0 18.00 2.35 Prinses Marijkesluis 260.0 18.00 2.35 Two chambers AMSTERDAM - RIJNKANAAL 260.0 24.00 2.35 Prins Bernardsluis 350.0 18.00 2.35 E 11-01 ZAAN 116.8 12.00 3.10 Wilhelminasluis E 11-02 LEKKANAAL 225.0 18.00 4.20 Prinses Beatrixsluizen (two chambers) E 12 MAAS - WAALKANAAL 270.0 16.00 3.80 Heumen lock7 262.0 16.00 4.50 Weurt lock complex 266.0 16.00 6.00 Two chambers IJSSELMEER 137.8 14.00 4.40 Lorentzsluis Complex 67.0 9.00 4.40 E 12-02 MEPPELDIEP 142.0 14.00 4.50 Spooldersluis E 13 DORTMUND - EMS KANAL 165.0 12.00 3.505 8 Herbrum locks To the North of the Mittellandkanal 163.0 9.93 3.504 Gleesen lock DORTMUND - EMS KANAL 190.0 12.50 4.004 Münster lock To the South of the Mittellandkanal 190.0 12.00 4.004 Henrichenburg lock E 14 WESER 350.0 12.40 4.505 8 Hemelingen locks From estuary to Minden 85.0 12.30 3.255 Dörverden Kleine Schleuse 85.0 10.00 4.005 Minden Schachtschleuse 214.0 12.30 3.005 Other locks E 15 IJSSELMEER 205.0 24.00 4.70 Oranjesluizen 72.0 14.00 4.50 95.0 18.00 4.50 72.0 14.00 4.50 IJSSELMEER 190.0 17.50 4.50 Houtribsluizen 190.0 17.50 4.50 PRINSES MARGRIET KANAAL 260.0 15.90 3.84 Prinses Margrietsluis
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 15 PRINSES MARGRIET KANAAL 260.0 16.00 4.00 Gates are kept open (continued) Terhornstersluis VAN STARKENBORGH KANAAL Gaarkeukensluis 190.0 16.00 4.77/5.04 Oostersluis 190.0 16.00 4.22/6.22 EEMSKANAAL 123.0 7.00 3.02/4.20 Zeesluizen Farmsum 144.0 16.00 5.45/6.07 DORTMUND - EMS - KANAL 165.0 12.00 3.505 8 Herbrum locks KÜSTENKANAL 104.0 11.90 3.004 Dörpen lock 102.0 12.00 3.004 8 Oldenburg lock E 15-01 VAN HARINXMA CANAL 127.5 12.00 3.75 Tjerk Hiddes Locks Lock 1 40.0 7.00 2.05 Lock 2 E 20 ELBE From estuary to Czech border 220.0 25.00 4.005 Geesthacht locks ELBE German border - Ústí nad Labem 200.0 24.00 4.00 Děčín lock in project ELBE 173.7 13.00 2.60 Střekov parallel locks Ústí nad Labem - Střekov - Mělník 170.0 24.00 2.60 155.0 22.00 2.50 Lovosice parallel locks 110.0 12.00 2.50 85.0 11.00 2.80 České Kopisty parallel locks 155.0 22.00 3.00 85.0 11.00 2.70 Roudnice nad Labem parallel locks 155.0 22.00 3.00 85.0 11.00 2.70 Štětí parallel locks 155.0 22.00 2.70 85.0 11.00 3.00 Dolní Beřkovice parallel locks 200.0 22.00 3.25 ELBE 85.0 12.00 3.30 Three locks Mělník - Chvaletice 85.0 12.00 3.00 Twelve locks ELBE 115.0 12.50 4.00 Přelouč II lock (in project) Chvaletice - Pardubice 85.0 12.00 3.00 Přelouč I lock 85.0 12.00 3.00 Srnojedy lock E 20-02 ELBE - SEITENKANAL 100.0 12.00 3.504 Lüneburg shiplift 185.0 12.00 4.004 Uelzen lock E 20-04 SAALE (0.0 km - 88.0 km) 102.59 12.009 3.315 Wettin lock E 20-06 VLTAVA 73.0 11.00 2.50 Hořín parallel locks10 Mělník - Praha - Slapy 137.0 20.00 2.50 69.0 11.00 2.50 Miřejovice double locks10 11 133.0 20.00 2.50 52.0 11.00 2.50 Dolánky double locks10 11 133.0 11.00 2.50 59.0 11.00 2.50 Roztoky double locks10 11 133.0 20.00 2.50 73.0 11.00 2.50 Podbaba parallel locks10 135.0 12.00 4.00 115.0 11.00 2.50 Štvanice parallel locks
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 20-06 VLTAVA (continued) 175.0 11.00 2.50 (continued) 174.0 11.00 2.50 Smíchov double locks 98 + 72 192.0 12.00 3.50 Modřany lock 134.0 12.00 3.00 Vrané nad Vltavou parallel locks 85.0 12.00 3.00 118.4 12.00 2.50 Štěchovice lock E 21 TRAVE, ELBE - LÜBECK KANAL 80.0 12.00 2.444 Büssau lock E 30 ODER Brzeg Dolny - Kozle 187.0 9.60 2.50 Twenty-three locks E 30-01 GLIWICKI CANAL 72.0 12.00 3.50 Six parallel locks E 31 WESTODER, HOHENSAATEN - 172.0 11.92 4.075 Hohensaaten West lock FRIEDRICHSTHALER WASSERSTRAßE E 40 WISLA Gdansk - Bydgoszcz 192.0 12.00 3.60 Przegalina lock Bydgoszcz - Warszawa 115.0 12.00 3.50 Wloclavek lock ZERAN CANAL 85.0 12.00 3.00 One lock MUKHOVETS Brest - Kobrin 80.0 11.1212 1.80 Three locks (Nos. 8 to 10) DNEPROVSKO - BUGSKIY KANAL Kobrin - Pererub 80.0 11.1012 1.80 Five locks (2-"Kobrin") PINA Pererub - Pinsk 120.0 12.7012 2.40 Lock No. 1 at 27.0 km PRIPYAT Pinsk - Stakhovo 110.0 12.0012 2.20 Locks Nos. 11 and 12 DNIPRO 150.0 18.00 4.00 Kyiv lock Mouth of the Pripyat River - Kherson 270.0 18.00 4.25 Kanev lock 270.0 18.00 3.85 Kremenchuk lock 270.0 18.00 3.65 Dniprodzerzhynsk lock 120.0 18.00 4.40 Zaporizhya three chambers lock 290.0 18.00 5.50 Zaporizhya one chamber lock 270.0 18.00 3.65 Kakhovka lock E 50 VOLGO - BALTIJSKIY WATERWAY St. Petersburg - Cherepovets 198.0 17.80 4.00 Ten locks VOLGA Rybinsk - Astrakhan 280.0 29.50 3.5013 Sixteen locks E 50-02 VOLGA Rybinsk - Dubna 290.0 29.00 4.00 One lock KANAL IMENI MOSKVI AND RIVER MOSKVA Dubna - Moskva (Southern Port) 290.0 29.00 3.2014 Nine locks E 50-01 KAMA Mouth of the Kama - Solikamsk 240.0 28.90 3.30 Six locks
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 60 KIEL CANAL 310.0 42.00 14.004 8 BELOMORSKO - BALTIJSKIY CANAL Povenets - Belomorsk 130.0 13.50 4.00 Nineteen locks E 60-02 GUADALQUIVIR 190.0 24.36 7.00 One lock E 60-04 DOURO 86.0 - 92.0 12.10 4.20 In total there are five locks on the Porto - Spanish border Douro River 0.0 km - 210.0 km E 60-07 TROLLHÄTTE CANAL 90.0 13.07 5.85 Six locks E 60-09 SÖDERTÄLJE CANAL 135.0 19.60 8.00 One lock E 60-11 SAIMAA CANAL Vyborg - Mälkiä Lock 85.0 13.20 4.80 Mälkiä Lock - Kuopio/Joensuu 160.0 13.20 4.80 Kuopio - Iisalmi 165.0 16.00 4.00 E 60-11-02 Joensuu - Nurmes 165.0 16.00 3.00 Joensuu lock 85.0 16.00 3.00 Other two locks E 61 PEENE, downstream of Dommin - - - E 70 NEDER-RIJN Driel, 891.2 km 260.0 18.00 3.50 Normally passage through weir Amerongen, 922.0 km 260.0 18.00 3.50 openings: 2 x 48.0 m Hagestein, 946.8 km 260.0 18.00 3.50 TWENTEKANAAL 200.0 24.00 1.30 Eefde lock complex (normally open, only closed at low water) 133.0 12.00 3.50 Eefde lock complex 133.0 12.00 3.45 Delden lock complex 133.0 12.00 3.75 Hengelo lock complex MITTELLANDKANAL 220.0 12.00 3.504 Anderten locks 224.0 12.00 3.004 Sülfeld locks MITTELLANDKANAL 190.0 12.50 4.25 Rothensee lock Rothensee - Verbindungskanal MITTELLANDKANAL 190.0 12.50 4.25 Hohenwarthe parallel locks ELBE - HAVEL - KANAL 165.0 11.70 3.494 Niegripp lock 220.0 12.00 3.054 Zerben lock 220.0 12.00 3.254 Wusterwitz lock UNTERE HAVEL - WASSERSTRAßE 210.0 9.93 3.245 Southern Brandenburg lock 167.4 12.10 3.745 Northern Brandenburg lock HAVEL - ODER - WASSERSTRAßE … … … Spandau lock not in operation 82.0 11.90 2.505 Niederfinow shiplift WARTA - NOTEC - BYDGOSKI CANAL Kostrzyn - Bydgoszcz 57.4 9.60 2.50 Twenty one locks 115.0 12.00 3.50 Czersko Polskie lock SZKARPAWA Gdanska Glowa - Elblag 61.0/ 88.215 12.50 3.00 One lock 15 NOGAT Biala Gora - Elblag 56.6 - 57.3 9.50 2.50 Four locks
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 70-01 HOLLANDSCHE IJSSEL 112.0 (ebb) 24.00 5.20 Algera lock. Normally passage 135.0 (flood) through barrier opening of 80.0 m width E 70-02 Mittellandkanal branch to Osnabrück 82.0 10.00 3.504 Hollage lock Haste lock E 70-04 Mittellandkanal branch to Hannover - 83.0 10.00 3.504 Hannover-Linden lock Linden E 70-06 Mittellandkanal branch to Hildesheim 82.0 12.00 3.004 Bolzum lock E 70-08 Mittellandkanal branch to Salzgitter 223.0 12.00 3.30 Wedtlenstedt locks E 70-05 HAVELKANAL 82.2 12.00 3.214 Schönwalde lock E 70-10 SPREE 82.0 10.00 2.304 Charlottenburg lock E 70-12 BERLIN - SPANDAUER 67.2 10.00 3.004 Plötzensee locks SCHIFFAHRTSKANAL E 71 TELTOWKANAL, BRITZER 83.5 12.00 3.48 Northern Kleinmachnow lock VERBINDUNGSKANAL SPREE - ODER - WASSERSTRAßE 54.1 9.70 3.065 Northern Kersdorf lock 65.6 8.54 2.495 Southern Kersdorf lock E 80 LE HAVRE - TANCARVILLE CANAL 205.3 24.00 10.40 New lock 180.0 30.00 7.85 Old lock SEINE 220.0 17.00 4.50 Poses-Amfreville lock Rouen - Conflans 140.0 12.00 4.00 185.0 24.00 5.00 Notre-Dame-de-la-Garenne lock 185.0 12.00 5.00 171.0 12.00/17.00 3.20 42.0 8.00 3.20 185.0 12.00/17.00 4.50 Méricourt lock 160.0 17.00 4.50 140.0 12.00/17.00 2.50 185.0 24.00 3.50 Andrésy lock 160.0 12.00 3.50 OISE 185.0 12.00 3.00 Pontoise lock Conflans - Creil 125.0 12.00 2.20 Ile Adam lock 180.0 11.40 3.00/2.50 Boran/Oise lock 125.0 12.00 2.50 Creil lock OISE 180.0 11.40 3.00/2.50 Saron lock Creil - Compiègne 125.0 12.00 2.50 Verberie and Venettes locks Compiègne - Reims 46.2 8.00 2.25 Authorized draught 2.00 m MOSELLE 185.0 12.00 8.65 15 locks altogether Toul - Apach 100.0 12.00 2.70 MOSELLE 172.0 12.00 3.205 13 locks altogether Apach - Koblenz MAIN, downstream of Frankfurt/Main 341.5 15.00 4.665 Northern Kostheim lock MAIN, upstream of Frankfurt/Main 289.8 12.00 3.005 Viereth lock MAIN - DONAU KANAL 190.0 12.00 4.004
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 80 DANUBE (continued) Upstream of Regensburg 190.0 12.00 4.005 Bad Abbach lock DANUBE, Downstream 226.5 24.00 4.705 Kachlet locks 16 of Regensburg to 2201.8 km 230.0 24.00 3.65 Geisling lock DANUBE 2201.8 km - 1880.3 km Aschach, 2162.7 km 230.0 24.00 4.00 Two locks at each power station Ottensheim - Wilhering, 2146.7 km 230.0 24.00 4.00 Abwinden - Asten, 2119.5 km 230.0 24.00 4.00 Wallsee - Mitterkirchen, 2094.5 km 230.0 24.00 4.00 Depth at sills referring to LNWL Ybbs Persenbeug, 2060.4 km 230.0 24.00 4.00 Melk, 2038.2 km 230.0 24.00 3.40 Altenwörth, 1979.8 km 230.0 24.00 4.00 Greifenstein, 1949.2 km 230.0 24.00 4.00 Wien Freudenau, 1921.0 km 275.0 24.00 4.00 DERIVATION CANAL GABČÍKOVO, 280.0 34.00 4.50 Two locks 1819.15 km DANUBE 310.0 34.00 4.50 Iron Gates I locks, 942.95 km 1075.0 km - 0.0 km 310.0 34.00 5.00 310.0 34.00 4.50 Iron Gates II locks, 864.00 km 310.0 34.00 4.50 863.00 km 140.0 17.00 2.50 Iron Gates II reserve lock E 80-01 TISZA, 164.0 km - 0.0 km 85.0 12.00 3.00 Becej lock E 80-01-02 BEGEJ, 65.6 km - 0.0 km 72.1 10.00 2.40 Itebej lock (out of order) 72.1 10.00 2.40 Klek lock 85.0 12.00 3.00 Stojcevo lock E 80-02 SEINE 180.0 24.00 3.50 Access to the Port of Le Havre Tancarville - Estuary (Seine, 338.5 km) E 80-04 SEINE 220.0 12.00/17.00 3.20 Bougival locks Conflans - Paris 113.5 12.00 2.00 41.6 8.00 3.20 185.0 18.00 5.00 Chatou lock 185.0 18.00 5.00 Suresnes locks 160.5 12.00/17.00 4.10 160.5 12.00 2.10 SEINE 180.0 12.00/16.00 2.80 Paris - Montereau, 165.2 km - 67.7 km 172.0 12.00 1.80 SEINE 185.0 12.10 2.80 Montereau - Bray, 67.7 km - 45.0 km 121.0 10.50 2.00 E 80-06 SAAR, downstream of Völklingen 190.0 12.00 4.005 E 80-05 DANUBE - BUCURESTI CANAL 130.0 12.50 5.00 Four double locks under construction E 80-14 DANUBE - BLACK SEA CANAL 310.0 25.00 7.50 Cernavoda (60.0 km) and Agigea (1.3 km) locks E 80-14-01 POARTA ALBA - MIDIA - NAVODARI 145.0 12.50 6.50 Navodari lock, 1.5 km Ovidiu lock, 11.0 km
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E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 81 VÁH Kolárovo, 27.4 km 110.0 24.00 4.00 Construction is underway Selice, 43.9 km 110.0 24.00 4.00 One lock Kráľová, 62.8 km 110.0 24.00 4.00 One lock Sereď - Hlohovec 82.8 km 110.0 24.00 4.00 One lock to be built Hlohovec - Žilina 110.0/191.017 12.00 4.00 Twelve locks to be reconstructed VÁH - ODER LINK 110.0 12.00 3.50 New link to be built E 90 DON 145.0 17.80 4.0018 Five locks Azov - Kalach VOLGO - DONSKOY CANAL 145.0 17.80 4.00 Thirteen locks Kalach - Krasnoarmeysk E 91 MILANO - PO CANAL 197.0 12.00 3.50 Cremona lock. The lock has two preterlocks which measure 110.0 - 12.00 - 3.50. Milano - Cremona 200.0 12.50 3.50 Acquanegra lock PO 80.0 10.00 3.50 Governolo lock. Po - mouth of the Mincio River Improvement to class V not foreseen because of the construction of the Mantova- Valdaro lock. Po - Mantova-Adriatico Canal 225.0 12.50 3.50 S. Leone lock PO - BRONDOLO CANAL 100.0 10.50 3.50 Cavanella d'Adige right lock 110.0 12.50 3.50 Cavanella d'Adige right new lock under construction 100.0 10.50 3.50 Cavanella d'Adige left lock 110.0 12.50 3.50 Cavanella d'Adige left new lock under construction 100.0 10.50 3.50 Brondolo lock 110.0 12.50 3.50 Brondolo new lock under construction LAGUNA VENETA 81.0 20.00 3.50 Cavallino lock. Used for touristic purposes 81.0 10.00 3.50 Cortellazzo lock. Used for touristic purposes. 81.0 10.00 3.50 Revedoli lock. Used for touristic purposes. 81.0 10.00 3.50 Bavazzana lock. Used for touristic purposes. E 91-02 PO 85.0 11.50 2.50 Isola Serafini lock. Ongoing From Cremona lock to Casale improvement to class Va 110.0- Monferrato 12.50-3.5 E 91-04 FERRARA WATERWAY 110.0 12.50 3.50 Pontelagoscuro lock Ferrara - Porto Garibaldi 98.0 12.00 3.50 Valpagliaro lock 98.0 12.00 3.50 Vallelepri lock
Informal document SC.3/WP.3 No. 16 (2011) page 60
E SECTION OF E WATERWAY DIMENSION OF LOCKS COMMENTS WATERWAY LENGTH WIDTH DEPTH AT (m) (m) SILLS (m) 1 2 3 4 5 6 E 91-01 MANTOVA-ADRIATICO CANAL 110.0 12.50 3.50 Valdaro lock under construction 110.0 12.50 3.50 Trevenzuolo lock 110.0 12.50 3.50 Torretta lock 110.0 12.50 3.50 Canda lock 110.0 12.50 3.50 Bussari lock 110.0 12.50 3.50 Barricetta lock 224.5 24.00 3.50 Voltagrimana lock E 91-03 PADOVA-VENEZIA CANAL 80.0 10.00 3.50 Romea lock
informal document SC.3/WP.3 No. 16 (2011) page 61
Annex 4 Table 3: Technical characteristics of inland navigation ports of international importance
Note on Table 3
This table provides data on European inland navigation ports of international importance. E ports are classified in the table in accordance with their annual cargo- handling capacity (0.5–3 million tons, 3–10 million tons and more than 10 million tons). The annual cargo-handling capacity should be interpreted as the potential of a particular port with regard to its existing equipment.
Informal document SC.3/WP.3 No. 16 (2011) page 62 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS
- - - - x x x x x x x x 8 ** RAIL ACCESS ACCESS
------x x x x 7 ** RO-RO - - - - x x x x x x x x 6 40' CARGO HANDLING - - - - x x x x x x x x 5 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x 4 > 10.0 > 10.0 million million tonnes
x x x x x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x 2 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS Charleroi (Sambre) (Sambre) Charleroi Namur (Sambre) Liège (Meuse) Maastrichtkm) (Maas, 4.5 Born/Sittard-Geleen (Maas, 29.7 km) Roermond (Maas,km) 74.3 Meerlo/Wanssum (Maas) (Maas) Cuijk Oss (Maas, 159.1 km) Waalwijk (Bergsche Maas) Tilburg (Wilhelminakanaal) Zwijndrecht (OudeMaas,km) 980.6 Oosterhout (Wilhelminakanaal) Oosterhout x - x x x (Meuse) P 01-01 P 01-02 Namur Dunkerque (Dunkerque-Valenciennes Canal, 20.5 km) P 01-02bis 01-03bis P 01-03 Charleroi (Charleroi-Bruxelles Canal) P P 01-04 P 01-04bis P 01-05 Liège (Albert Canal) (Maas) P 01-06 (Maas) P 01-07 Venlo Stein (Maas, 21.9 km) x x P 01-08 - - - 01-09bis Gennep P 01-09 (Maas) x Maasbracht (Maas, 41.8 km) P 01-09quater x P 01-09ter Grave x P 01-09sexies P 01- x 09quinqies P - x P 01-10 x - x x x P 01-10bis - x - - - P 01-10ter Maasdriel (Maas) P 01-10quater x - Geertruidenberg (Bergsche Maas) x P 01- x - - - 10quinquies x - P 01-10sexies P 01-11 x P 01-12 Dordrecht (Merwede, 974.4 km) x x - x x - x x - - x x x - x ------x Informal document SC.3/WP.3 No. 16 (2011) page 63 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS
- - x x 8 ** … … … … … … … … … RAIL ACCESS ACCESS
- - x x 7 ** … … … … … … … … … RO-RO x x x x 6 … … … … … … … … … 40' CARGO HANDLING x x x x x x x x x x x x 5 … … … … … … … … … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
1
x 4 x … … … … … … … > 10.0 > 10.0 million million tonnes
3 … … … … … … … million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x 2 … … … … … … … 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS Maassluis (Nieuwe Waterweg, 1018.7 km) 's-Hertogenbosch (Zuid-Willemsvaart, 4.0 km) Aalter (Gent - Oostende Canal, 22.5 km) Oostende (North Sea) Izegem (RoeselareCanal,Leiekm) 6.4 - TerneuzenTerneuzen (Gent - Canal,km) 32.5 Terneuzen Gent (Gent - Canal,4.6 km) Beveren (Beneden Zeeschelde, 22.9 km) Willebroek (Bruxelles-Schelde Canal, 61.3 km) Bruxelles (Bruxelles-Schelde Canal, 81.5 km) Melle(Boven-Zeeschelde, 9.9 km) Ham (Albertkanaal, 73.7 km) Genk(Albertkanaal, 42.9 km) P 01-13 P 01-14 Vlaardingen (Nieuwe Waterweg, 1010.5 km) P 01-01-01 01-03-01 P Overpelt (Kanaal Bocholt-Herentals, 14.8 km) P 01-03-01bis Veghel (Zuid-Willemsvaart) 02-01P P 02-02 Zeebrugge (North Sea) P 02-03 x 02-02-01 P … 42.0 km) Lille (Deûle, P 02-04-01 02-04-02 P … Roeselare (Roeselare-Leie Canal, 0.5 km) P 03-01 (Westerschelde) … P 03-02 Moerdijk (Hollands Diep) Vlissingen P 03-03 … 04-01 - x P 03-04 … Zelzate (Gent - Terneuzen Canal, 19.6 km) P - P 04-02 … … P 04-03 x - … … P 04-03bis x x x x x Ruisbroek (Charleroi-Bruxelles Canal, 58.8 km) P 04-04 x x … x P 04-05 Grimbergen (Bruxelles-Schelde Canal, 75.8 km) … P 05-01 … x P 05-02 … … Avelgem (Boven-Schelde, 35.7 km) P 05-03 - P 05-04 … … … Meerhout (Albertkanaal, 80.7 km) P 05-05 x - … … … P 05-06 x Hasselt (Albertkanaal, 51.5 km) x x … … … … x - … … x x x … - x x … - x x - x - x x … x … … … … … … … Informal document SC.3/WP.3 No. 16 (2011) page 64 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS
- - - x x x x x x x x 8 ** … … … RAIL ACCESS ACCESS
- - x x x x x 7 ** … … … … … … … RO-RO - x x x x x x x x x 6 … … … … 40' CARGO HANDLING - x x x x x x x x x 5 … … … … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x x x x 4 … > 10.0 > 10.0 million million tonnes
x 3 … million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x 2 … 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS CentreWest (Centre) and Antwerpen (Schelde,km) 102.9 km) 1002.5 Maas, (Nieuwe Rotterdam Gorinchem (Merwede) Tiel (Waal, 914.6 km) km) 814.0 (Rhine, Wesel Orsoy (Rhine, 794.0 km) Walsum-Sud* (Rhine, 791.0 km) Homberg, Sachtleben* (Rhine, 774.0 km) Duisburg-Ruhrort Häfen774.0 (Rhine,km) Düsseldorf (Rhine, 743.0 km) Stürzelberg* (Rhine, km) 726.0 (Rhine, 688.0 Köln km) Bonn (Rhine, 658.0km) 53.7km) (Dender, Aalst P 05-07 05-04-01 P 05-07bis Centre and West (Schelde) P P 06-01 (Waal) P 06-02 P 10-01 Zaltbommel … … … … Bergen op Zoom (Scheld-Rijn Connection, 1031.8 km) P 10-02 10-02ter P 10-02bis Alblasserdam (Noord, 981.1 km) P P 10-03 x P 10-04 P 10-05 Emmerich (Rhine, km) 852.0 P 10-06 P 10-07 x - - - x Rheinberg-Ossenberg* (Rhine, 806.0 km) P 10-08 P 10-09 x Walsum-Nordhafen* (Rhine, 793.0 km) P 10-10 x P 10-11 x x Schwelgern* (Rhine, 790.0 km) P 10-12 P 10-13 x - P 10-14 x Krefeld (Rhine, 762.0 km) P 10-15 x x - P 10-16 x Neuss (Rhine, 740.0 km) P 10-17 x x P 10-18 x Leverkusen* (Rhine, 699.0 km) P 10-19 P 10-20 - … Wesseling-Godorf* (Rhine, 672.0 km) x … - … x … … … x x … … x … x … … x x … x … x x x … … x x … x … … … x x x Informal document SC.3/WP.3 No. 16 (2011) page 65 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Minerals, agricultural products, metallurgical products and chemicals Sand, gravel, oil products, cereals, heavy packages Minerals, gravel, aluminium, cereals Oil products, minerals
- x x x x x x x x x x 8 ** RAIL ACCESS ACCESS
------x x x x x 7 ** RO-RO
- - - x x x x x x x x 6 40' CARGO HANDLING
- - - x x x x x x x x 5 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 > 10.0 > 10.0 million million tonnes
x x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x x x x x - x x - x x x 2 0.5-3.0 0.5-3.0 million tonnes
2 1 E PORTS
3 Neuwied (Rhine, 606.0km) Koblenz (Rhine, 596.0 km) Wiesbaden (Rhine, 500.0 km) (Rhine, 444.0Wormskm) Ludwigshafen (Rhine, 420.0 km) Germersheim (Rhine, 385.0 km) Karlsruhe 360.0km) (Rhine, Strasbourg (Rhine, 296.0 km) Colmar-Neuf Brisach (Rhine, 225.8 km) Fort Louis Stattmatten (Grand Canal d'Alsace, 322.0 km) Mulhouse (Rhône-Rhine Canal, 31.0 km) Pagny (Saône) Marseille-Fos (Marseille-Rhône Canal, 0.0 km) Aproport (Chalon, Mâcon, Villfranche-sur-Saône) (Saône, 230.0 km, 296.0, km and 335.0 km) P 10-21 P 10-22 Andernach (Rhine, 612.0 km) P 10-23 P 10-24 Bendorf (Rhine, 599.0 km) P 10-25 P 10-26 Bingen (Rhine, 527.0 km) P 10-27 P 10-28 Gernsheim (Rhine, 462.0 km) P 10-29 P 10-30 Mannheim (Rhine, 424.0 km) P 10-31 x P 10-32 Speyer (Rhine, 400.0 km) P 10-33 P 10-34 x Wörth (Rhine, 366.0 km) P 10-35 P 10-36 Kehl (Rhine, 297.0 km) P 10-37 x P 10-38 - Breisach (Rhine, 226.0 km) P 10-39 - - P 10-40 Mulhouse-Ottmarsheim (Grand Canal d'Alsace, 21.0 km) P 10-41 - x - P 10-42 x - Ile Napoléon (Rhône-Rhine Canal, 37.6 km) x - P 10-43 - x - P 10-43 bis - x P 10-44 x x - x P 10-45 - x Lyon (Rhône, 375.0 km) x - x x x x x x - x x x x - x - - - x x - x x - - - - x x - - x Oil products, minerals, fertilizers x x x x Oil and metallurgical products, minerals Informal document SC.3/WP.3 No. 16 (2011) page 66 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS
- x x x x x x x x x x x x 8 ** RAIL ACCESS ACCESS
- - - x x x x 7 ** … … … … … … RO-RO - - x x x x x x x 6 … … … … 40' CARGO HANDLING - - x x x x x x x 5 … … … … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x x x 4 > 10.0 > 10.0 million million tonnes
x x x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x 2 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS Marl Hüls-AG* (Wesel-Datteln-Kanal, 38.0 km) Lünen (Datteln-Hamm-Kanal, 11.0 km) Hamm (Datteln-Hamm-Kanal, 34.0 km) Essen (Rhein-Herne-Kanal, 16.0 km) km) 22.0 (Rhein-Herne-Kanal, Ruhr-Oel* Wanne-Eickel (Rhein-Herne-Kanal, 32.0 km) Heilbronn (Neckar, 110.0 km) Plochingen (Neckar, 200.0 km) Rheinhäfen beider Basel (Rhine, 159.15-170.0 km) Fos Bay, (Fos sea section) Zaanstad (Zaan, 1.4 km) Amsterdam (Noordzeekanaal,20.6 km) Zaandam (Zaan, 2.0 km) P 10-01-01 10-01-02 P Rhein-Lippe-Hafen* (Wesel-Datteln-Kanal, 1.0 km) P 10-01-03 10-01-04 P Auguste Victoria* (Wesel-Datteln-Kanal, 39.0 km) 10-01-05 P km) 10-01-06 P 22.0 (Datteln-Hamm-Kanal, Berkamen* x P 10-01-07 10-03-01 P Schmehausen* (Datteln-Hamm-Kanal, 47.0 km) x P 10-03-02 10-03-03 P Coelln-Neuessen* (Rhein-Herne-Kanal,17.0 km) P 10-03-04 10-03-05 P x Gelsenkirchen (Rhein-Herne-Kanal, 24.0 km) … 10-05-01 P x km) 8.0 (Ruhr, Mühlheim 10-07-01 P … … 10-07-02P x … 10-07-03 P Stuttgart (Neckar, 186.0km) … P 10-09-01 x … … 10-09-02 P Huningue (Rhine, 168.4 km) … P 10-04-01 … … x 10-06-01 P Sète (Rhône-Sète Canal, km) 96.0 … … … P 11-01 … P 11-02 … … IJmond (Noordzeekanaal, 4.7 km) P 11-02bis x … … x P 11-03 Beverwijk (Noordzeekanaal) P 11-04 x x … 11-01-01 P Utrecht (Amsterdam-Rijnkanaal, 35.0 km) … x x x x - x - … - x x … - x - x x x x - x x x x x x Oil products, minerals, fertilizers Coal, cereals, oilcake x x x x - - x - Informal document SC.3/WP.3 No. 16 (2011) page 67 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS
------x x x x x x x 8 ** RAIL ACCESS ACCESS
------x x x 7 ** … RO-RO ------x x x x x 6 … 40' CARGO HANDLING ------x x x x x 5 … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x 4 > 10.0 > 10.0 million million tonnes
x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x x x 2 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS Arnhem (Neder-rijn, 885.8 km) Zwolle (IJssel, 980.7 km) Meppel (Meppelerdiep, 10.5 km) Münster (Dortmund-Ems-Kanal, 68.0 km) Bremerhafen (Weser, 66.0-68.0km) Bremen (Weser, 4.0-8.0 km) Lelystad (IJsselmeer) Sneek Groningen (Starkenborghkanaal,7.0 km) Leer (Ems, 14.0 km) Leeuwarden (Haringsmakanaal, 23.7 km) Brunsbüttel (Elbehafen, 693.0 km) Hamburg (Elbe, 618.0-639.0km) (IJssel) Deventer (IJssel) P 12-01 12-02bis P 12-02 Kampen Nijmegen (Waal, 884.6 km) P 12-03bis P 12-03 P 12-02-01 P P 13-01 P 13-02 x - - - Emsland* (Dortmund-Ems-Kanal, 151.0 km) P 13-03 P 14-01 (IJsselmeer) x - - - Dortmund (Dortmund-Ems-Kanal, 1.0 km) P 14-02 P 14-03 Almere 15-01 x Nordenham (Weser, 54.0-64.0 km) P 14-04 Brake (Weser, 41.0 km) P x P 15-01bis P 15-02 P 15-02bis x Lemmer (Pr. Margrietkanaal, 90.5 km) P 15-02ter x P 15-03 Zuidhorn (Pr. Margrietkanaal) x - - - 15-04P x … x P 15-05 Emden 41.0 (Ems, km) 15-06P - … 15-01-01 P x Oldenburg* (Hunte, 0.0km) - 5.0 … - P 20-01 x P 20-02 x x x Cuxhaven (Elbe, 724.0 km) P 20-03 x … P 20-04 Bützfleet* (Elbe, 668.0 km) P 20-05 x x x Lauenburg (Elbe, 568.0 km) x - - x x x x - - - - x x - - - x - x x x - - x x - x - x x x - - x - - - - - Informal document SC.3/WP.3 No. 16 (2011) page 68 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Bulk cargoes ------x x x x x x x 8 ** RAIL ACCESS ACCESS
------x x x 7 ** RO-RO ------x x x 6 40' CARGO HANDLING ------x x x 5 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x 4 > 10.0 > 10.0 million million tonnes
3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x x x x x - x Bulk cargoes Bulk x - x x x 2 0.5-3.0 0.5-3.0 million tonnes
4 1 E PORTS ín (Elbe, 737.3 and 739.3 km) ejovice (Vltava, 18.9 km) lník (Elbe, 834.4 km) x x x x x Bulk cargoes ř ě ěč Warszawa (Wisla, 520.0km and Zeran Canal, 2.0 km) ------The isport not functioning Tangermünde (Elbe, 388.0 km) Magdeburger Häfen (Elbe, 330.0 and 333.0km) 277.0Aken (Elbe, km) Kieswerk Mühlberg* (Elbe, 125.0 km) Dresden (Elbe, 57.0 and 61.0 km) Ústí nad Labem (Elbe, 761.5 and 764.0 km) Týnec nad Labem (Elbe, 933.7 km) Mi Lübeck (Trave, 2.0 - 8.0 km) Szczecin (Oder, 741.0 km) Wroclaw 255.0 (Oder, km) Glivice (Gliwicki Canal, 41.0 km) Bydgoszcz 772.3 (Wisla, km and Brda, 2.0 km) D
5 P 20-06 P 20-07 P 20-08 Kieswerk Rogätz* (Elbe, 354.0 km) P 20-09 P 20-10 Schönebeck (Elbe, 315.0km) P 20-11 P 20-12 Torgau (Elbe, 154.0 km) P 20-13 P 20-14 Riesa (Elbe, 109.0 km) P 20-15 P 20-16 x P 20-17 P 20-17bis M P 20-04-01 20-06-01 xP Halle-Trotha (Saale, 86.0 km) P 20-06-01bis Praha (Vltava, 47.4 and 55.5 km) P 21-01 - P 30-01 P 30-02 - Swinoujscie (Baltic Sea-mouth of the Oder) P 30-03 - P 30-04 - Kostrzyn (Oder, 617.0 km) P 30-05 - 30-01-01 P x Kozle (Oder, 96.0 km) x - P 40-01 - x P 40-02 Gdansk (Baltic Sea- mouth of the Wisla) - P 40-03 - - - x - - - - - x - x - - - x x - x - - x x Bulk cargoes - x - - x - - x x x - x Informal document SC.3/WP.3 No. 16 (2011) page 69 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Timber, oil products, metals, cereals, bulk cargo, scrap General and bulk cargo Bulk cargo Bulk and general cargo mineralsOre, Bulk and general cargo Bulk and general cargo, lighters Bulk and general cargo, lighters Cereals, scrap, minerals Ore, generalcargo General cargoes, timber, construction materials, coal General cargoes, timber, construction materials, General cargoes, timber, construction materials, ore, pipes
- - x x x x x x x x x 8 ** … RAIL ACCESS ACCESS
------7 ** … RO-RO
------x x 6 … 40' CARGO HANDLING
------x x x x x 5 … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x x 4 … > 10.0 > 10.0 million million tonnes
x x x x 3 … million tonnes 3.0-10.0 CAPACITY x x - - x - - x
x x x x x cereals, timber, cargoes, General coal CARGO HANDLING x x x x x x 2 … 0.5-3.0 0.5-3.0 million tonnes
6
6
6 6 1 E PORTS Brest (Mukhovets) Mukashevichi (Pripyat, 40.5km and Mukashevichi Canal, 7.0 km) Kyiv (Dnipro, 856.0 km) PoltavaMining Ore and Processing Enterprize (Dnipro, 521.0 km) Cargo Handling terminal (Dnipro, 422.0 km) Zaporizhya (Dnipro, 308.0 km) Kherson (Dnipro,km) 28.0 Mykolaiv, port river (Pivdenny Buh, 40.0 km) Dnipro-Buhskiy (Pivdenny Buh, 16.0 km) Neringa (KurshinskiyZaliv) Kaunas (Nemunas, 209.0 km) Sankt-Petersburg river port1385.0 (Neva, km) Cherepovets (Volgo-BaltijskiyWaterway,km) 540.0 Sankt-Petersburg sea port (Neva, 1397.0 km) Podporozhie (Volgo-BaltijskiyWaterway, 1045.0 km) P 40-04 P 40-04bis P 40-04ter Pinsk (Pina, 9.0 km) P 40-04quater Mozyr (Pripyat, 188.0 km) P 40-05 P 40-06 P 40-07 Cherkassy (Dnipro, km) 653.0 P 40-07bis Kremenchuk (Dnipro, 541.0 km) P 40-08 P 40-08bis Dniprodzerzhynsk (Dnipro, 429.0 km) P 40-09 P 40-10 Dnipropetrovsk (Dnipro, 393.0 km) P 40-11 P 40-12 x x Nova Kakhovka (Dnipro, 96.0 km) P 40-01-01 40-02-01 P Chernihiv (Desna, 194.5 km) P 40-02-02 Mykolaiv, sea port (Pivdenny Buh, 35.0 km) 40-02-03 P x P 41-01 - x - P 41-02 x Klaipeda portriver (Kurshinskiy Zaliv) P 41-03 - - P 41-04 x x x Jurbarkas (Nemunas, 126.0 km) P 50-01 - - - - x P 50-02 - x - - - x x P 50-03 General and bulk cargo General and - bulk cargo x - P 50-04 x - x Bulk and general cargo x Bulk and general cargo x - - Bulk and general cargo - … x x - - x … Bulk and general cargo - - x - … Bulk and general cargo x … x x General and bulk cargo … x … x … Informal document SC.3/WP.3 No. 16 (2011) page 70
9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS General cargoes, timber, construction materials, fertilisers coal General cargoes, timber, construction materials, coal cargoes,General construction materials,coal General cargoes, timber, construction materials, coal, cereals General cargoes, timber, construction materials, coal cargoes,General construction materials,timber cargoes,General construction materials General cargoes, timber, construction materials, coal, ore, cereals General cargoes, timber, construction materials, coal - - x x x x x x x 8 ** … RAIL ACCESS ACCESS
------x x 7 ** … RO-RO ------x x 6 … 40' CARGO HANDLING - - - x x x x x x 5 … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 > 10.0 > 10.0 million million tonnes
x x x x 3 … million tonnes 3.0-10.0 CAPACITY
x x - - x - - x x x - - x - - x CARGO HANDLING x x - - x x - x - x x x - - x x - x - x x x x x x x x - - General cargoes, timber, construction materials, salt 2 … … … … … … … … … … … … … … … … … … … … … … 0.5-3.0 0.5-3.0 million tonnes
6
6 6
6
6 6 6
6 6 6
6 6 1
6 E PORTS Nizhniy Novgorod (Volga, 907.0 km) Ulianovsk (Volga, 1541.0 km) Saratov (Volga, 2175.0 km) Astrakhan (Volga,km) 3051.0 Moskva Western Port (Kanal imeni Moskvi, 32.0 km) Tver (Volga, 279.0km) Scheveningen (NorthSea) Brunsbüttel (Kiel Canal, 2.0 - 5.0 km) Kiel Canal, (Kiel 96.0 km) Wismar Yaroslavl (Volga, 520.0 km) Kazan (Volga, 1313.0 km) Samara (Volga, 1746.0 km) Volgograd (Volga,km) 2560.0 Moskva Northern Port (Kanal imeni Moskvi, 42.0 km) Moskva Southern Port (Kanal imeni Moskvi, 0.0 km) Perm (Kama, 2269.0 km) P 50-05 P 50-06 P 50-07 P 50-08 P 50-09 P 50-10 P 50-11 P 50-12 50-02-01 P 50-02-02 P 50-02-03 P 50-02-02-01 P 50-01-01 P P 60-01 P 60-02 P 60-03 Den Helder (North Sea) P 60-04 P 60-05 Rendsburg (Kiel Canal, 62.0 km) Rostock P 60-06 60-08 P 60-07 Flensburg P x x x x x x - - - - x - - x - - - x Informal document SC.3/WP.3 No. 16 (2011) page 71 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS cargoes,General construction materials Timber Timber Timber Timber Timber - - x x x x x x 8 ** … … … … RAIL ACCESS ACCESS
------x x 7 ** … … … … RO-RO ------x x 6 … … … … 40' CARGO HANDLING ------x x 5 … … … … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 … … … … > 10.0 > 10.0 million million tonnes
3 … … … … million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x - - - x Timber x x - - - Timber x x - - - 2 … … … … 0.5-3.0 0.5-3.0 million tonnes
6 1 E PORTS Stralsund Sventoji (Baltic Sea) Petrozavodsk (Lake Onega, 1009.0 km) Arkhangelsk river port (Mouth of Severnaja Dvina) km) 5.0 (Douro, Douro Régua-Lamego (Douro, 101.0 km) Harlingen (Waddenzee) fromkmMustola (39.0the mouth of Saimaa Canal) Rapasaari* km(52.0 from the mouth of Saimaa Canal) Vuoksi* (85.0 km from the mouth of Saimaa Canal) Varkaus (Port of Kosulanniemi*) (270.0 km from the mouth of Saimaa Canal) theKuopio (352.0km from mouthof Saimaa Canal) Varkaus (Port of Taipale) (270.0 km from the mouth of Saimaa Canal) Varkaus (Port of Akonniemi)(270.0 km from Saimaathe mouth of Canal) Bay) Greifswald 60-10 P 60-09(Vyborg P 60-12 Vyborg P 60-11 km) P 49.0 P 60-13 P 60-14 (Douro, P 60-15 Arkhangelsk sea port (Mouth of Severnaja Dvina) Sardoura P 60-02-01 60-04-02 … … … … 60-04-01 P Sevilla (Guadalquivir, 80.0 km) P 60-04-03 P x … … … … - - - P 60-06-01 … P 60-08-01 Bordeaux (Gironde et Garonne, 359.0 km) … 60-10-01 P Nante (Loire, 645.0 km) P 60-12-01 … 60-11-01 P Delfzijl (Waddenzee) … P 60-11-02 60-11-03 P Kaukas* (52.0 km from the mouth of Saimaa Canal) … P 60-11-04 x 60-11-05 P … Joutseno* (67.0 km from the mouth of Saimaa Canal) 60-11-06 P … x 60-11-07 P x x x x 60-11-08 P x x 60-11-09 P x 60-11-02-01P x Puhos* (311.0the mouthkm fromof Saimaa Canal) - - x x General and bulk cargoes x - - x x x - - x - - x x Timber x x x Minerals, construction materials Timber - x - - - Timber Informal document SC.3/WP.3 No. 16 (2011) page 72 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Timber Timber Gravel works ------x x x 8 ** … RAIL ACCESS ACCESS
------7 ** … RO-RO ------6 … 40' CARGO HANDLING ------5 … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 … > 10.0 > 10.0 million million tonnes
3 … million tonnes 3.0-10.0 CAPACITY CARGO HANDLING x x x x x x x x x x x 2 … 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS Joensuu (346.0 km from the mouth of Saimaa Canal) Wageningen (Neder-Rijn, 903.2 km) Minden (Mittellandkanal, 100.0-104.0 km) Mehrum* (Mittellandkanal, 194.0 km) Braunschweig/Thune* (Mittellandkanal, km) 223.0 Niegripp* (Elbe-Havel-Kanal,330.0 km) Brandenburg (Untere Havel-Wasserstraße, 57.0 km) SpandauSouth Harbour (Untere Havel-Wasserstraße,km) 2.0 Kaliningrad sea port (Pregolia, 8.0 km) Gouda (Hollandse IJssel, km) 1.4 Enschede (Twentekanaal, 49.8 km) Almelo (Zijkanaal, 17.6 km) 60-11-02-02 P P 61-01 P 70-01 Anklam (Peene, 95.0 km) P 70-03 P 70-04 Ibbenbüren (Mittellandkanal, 5.0 km) P 70-05 P 70-06 Hannover (Mittellandkanal, 155.0-159.0 km) P 70-07 P 70-08 Braunschweig (Mittellandkanal, 220.0 km) P 70-09 P 70-10 Haldensleben (Mittellandkanal, 301.0 km) P 70-11 P 70-12 x Brandenburg* (Untere Havel-Wasserstraße, 60.0 km) x xP 70-13 P 70-14 Deponie Deetz* (Untere Havel-Wasserstraße, 40.0 km) P 70-15 x P 70-16 Elblag (Zalew Wislany) x P 70-17 x 70-01-01 P x - Kaliningrad port river (Pregolia, 9.0 km) - x 70-01-01bisP Alphen a/d Rijn(Gouwe) 70-03-01 P - - x P 70-03-01bis - Hengelo (Twentekanaal, 45.1 km) 70-03-02 P ------x x - x - - - … - - x - … x - - … x x x x … … - … … - x x - x x - - - - x Informal document SC.3/WP.3 No. 16 (2011) page 73 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Oil, cereals, sand, coal Heavy packages - - - - x x x x x x x x 8 ** … RAIL ACCESS ACCESS
------x x 7 ** … RO-RO ------x x 6 … 40' CARGO HANDLING ------x x x 5 … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 > 10.0 > 10.0 million million tonnes
x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x 2 0.5-3.0 0.5-3.0 million tonnes
eltowkanal, 31.0-34.0 km) x - - - x Point
28.0-29.0 km)
1 E PORTS Cargo-Handling
Wasserstraße,
Lochem (Twentekanaal) Hannover-Linden (Stichkanal, 11.0 km) Salzgitter (Stichkanal, 15.0 km) Nonnendammkm) (Spree, 2.0 km) 8.0 (Spree, Station Power Charlottenburg Osthafen Berlin (Spree, 21.0 km) Moabit Power Station* (Berlin-SpandauerSchiffahrtskanal, 9.0 km) Oberschöneweide (Spree-Oder Eisenhüttenstadt (Spree-OderWasserstraße, km) 124.0 Niederlehme* (Dahme-Wasserstraße, 8.0 km) Rouen (Seine, 242.0 km) Frouard (Moselle, 346.5 km) Mondelange-Richemont (Moselle, 279.5-277.9 km) 70-03-03 P P 70-02-01 70-04-01 P Osnabrück (Stichkanal, 13.0 km) P 70-06-01 70-08-01 P Hildesheim (Stichkanal, 15.0 km) P 70-10-01 70-10-02 P Cargo-Handling Complex* (branch of the Spree at 0.0 km) P 70-10-03 70-10-04 P Reuter Power Station* (Spree, 3.0 km) P 70-10-05 x 70-10-06 P Westhafen Berlin (Westhafenkanal, 3.0 km) P 70-10-07 70-12-01 P Klingenberg Heating Station (Spree, 25.0 km) P 71-01 P 71-02 Teltowkanal Cargo-Handling Point* (T - x P 71-03 - P 71-04 - Eisenhüttenstadt EKO* (Spree-Oder Wasserstraße, 122.0 km) x P 71-02-01 - - 71-06-01 P Potsdam (Potsdamer Havel, 3.0 km) - x P 71-06-02 x - - P 80-01 Königs Wusterhausen (Dahme-Wasserstraße, 8.0 km) - P 80-02 x - - Le Havre (Le Havre-Tancarville Canal, 20.0 km) P 80-03 - - P 80-04 x - Conflans (Seine, 239.0 km) x P 80-05 - - - P 80-06 - Metz (Moselle, 297.0-294.0 km) x - - x x x - - x - - x x - - x x x - x - x … Oil products, fuels, minerals x … x … … - x Informal document SC.3/WP.3 No. 16 (2011) page 74 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Oil products, wood shavings, construction materials, coal - - - - x x x x x x x x x 8 ** RAIL ACCESS ACCESS
------x x x 7 ** RO-RO ------x x x 6 40' CARGO HANDLING ------x x x x x 5 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 > 10.0 > 10.0 million million tonnes
x x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x 2 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS (Moselle, 271.9-270.1 km) x x x - - Mertert (Moselle, 208.0 km) Bingen (Rhine, 527.0 km) km) 500.0 (Rhine, Mainz Raunheim* (Main,km) 14.0 Kelsterbach* (Main, 19.0 km) Frankfurt (Main, 31.0 - 37.0km) Hanau (Main, 56.0 - 60.0 km) Stockstadt (Main,km) 82.0 Triefenstein* (Main, 173.0 km) Würzburg (Main, 246.0-251.0km) km) 3.0 (Main-Donau-Kanal, Bamberg Nürnberg (Main-Donau-Kanal,72.0 km) Deggendorf* (Danube, 2281.0-2284.0 km) P 80-07 P 80-08 Thionville-Illange P 80-09 P 80-10 Trier (Moselle, 184.0 km) P 80-11 P 80-12 Wiesbaden (Rhine, 500.0 km) P 80-13 P 80-14 Flörsheim* (Main, 9.0 km) P 80-15 P 80-16 Hattersheim* (Main, km) 17.0 P 80-17 P 80-18 Frankfurt* (Main, 22.0 - 29.0 km) P 80-19 P 80-20 Offenbach (Main, 40.0 km) P 80-21 x P 80-22 x Grosskotzenburg* 62.0(Main, km) P 80-23 P 80-24 Aschaffenburg (Main, 83.0 km) x P 80-25 P 80-26 x Karlstadt* (Main, 227.0 km) P 80-27 - x P 80-28 - Schweinfurt (Main, 330.0 km) P 80-29 - P 80-30 - Erlangen (Main-Donau-Kanal, 46.0 km) - - P 80-31 x - P 80-32 - Regensburg (Danube, 2370.0-2378.0 km) x - x x x - - x - x - - - - - x - - x x x - - - - x - - - - - x x - - - x - - - - x x x Informal document SC.3/WP.3 No. 16 (2011) page 75 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Metallurgical products Allcargoes but oil and oil products cargo bulk Mainly x x x x x x x x x x x x x 8 ** RAIL ACCESS ACCESS
- - - - x x x x x 7 ** ... RO-RO
- - - x x x x 6 ...... 40' CARGO HANDLING
- - x x x x x x x x 5 ...... 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
4 > 10.0 > 10.0 million million tonnes
x x x x 3 million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x x 2 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS evo (Danube, 1152.8 km) x x x č Linz-Vöest* (Danube,km) 2127.2 Krems (Danube, 998.0 km) km) 1867.0 (Danube, Bratislava Komárno (Danube, 1767.1 km) Budapest (Danube, 1640.0 km) Dunaujvaros (Danube, 1579.0 km) Baja (Danube, 1480.0 km) Backa Palanka (Danube, 1295.0 km) Beograd (Danube, 1170.0 km) Smederevo (Danube, 1116.3km) Turnu Severin (Danube, 931.0 km) Vidin (Danube, 790.0 km) Oriahovo (Danube, 678.0 km) P 80-33 P 80-34 Linz (Danube, 2128.2 - 2130.6 km) P 80-35 P 80-36 Enns-Ennsdorf (Danube, 2111.8 km) P 80-37 P 80-38 Wien (Danube, 1916.8-1920.2 km) P 80-39 P 80-40 Györ-Gönyü (Danube, 1807.0 km) P 80-41 P 80-42 Štúrovo (Danube, 1722.0 km) x P 80-43 P 80-44 x Szàzhalombatta (Danube, 1618.7 km) P 80-45 P 80-46 Dunaföldvàr (Danube, 1563.0 km) x P 80-46bis P 80-47 Apatin (Danube, 1401.5 km) x P 80-47bis x Vukovar (Danube, 1333.1 km) P 80-47ter x x P 80-48 Novi Sad (Danube, 1253.5 km) P 80-48bis x x x x P 80-49 x Pan P 80-50 x x x P 80-51 ... x Allcargoes Orsova (Danube, 954.0 km) P 80-52 x x ... P 80-52bis General and bulk cargoes, liquid gas x Prahovo (Danube, 861.0 km) P 80-53 - ...... x x P 80-53bis Allcargoes Lom (Danube, 743.0 km) ... P 80-54 x - ... Mainly bulk ... cargoes and oil products ... Turnu Magurele (Danube, 597.0 km) - ...... - Oil products ... x x x ... x Oil products x - x ... x - ... x ...... - ...... - - ...... x - x ... - ... x Informal document SC.3/WP.3 No. 16 (2011) page 76 construction materials 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Agriculture products, fuels, products,Agriculture General and bulk cargo, oil products
- - x x x x x x x x 8 ** ... RAIL ACCESS ACCESS
- - x x x x x x x 7 ** ... … RO-RO
- - - x x x x x 6 ... … 40' CARGO HANDLING
- - - x x x x x 5 ...... … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x x x 4 ... > 10.0 > 10.0 million million tonnes
x 3 ... million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x x x x x x x 2 ... 0.5-3.0 0.5-3.0 million tonnes
7 1 E PORTS Svistov (Danube, 554.0 km) Giurgiu (Danube, 493.0 km) 375.5 km) (Danube, Silistra Cernavoda (Danube,km) 298.0 Galati (Danube, 76.0 Mm-160.0 km) Reni (Danube, 128.0 km) Gennevilliers (Seine, 194.7 km) Evry (Seine, 137.8 km) Limay-Porcheville (Seine, 109.0 km) Nanterre (Seine, 39.4 km) St. Ouen-l'Aumône 119.2(Oise, km) 59.0 km) Dillingen (Saar, Szeged (Tisza, 170.0 km) P 80-55 P 80-56 P 80-57 Roussse (Danube, 495.0 km) P 80-58 P 80-58bis Oltenita (Danube, 430.0 km) P 80-59 P 80-59bis Calarasi (Danube, 370.5 km) P 80-60 P 80-61 Braila (Danube, 168.5-172.0 km) P 80-62 P 80-63 Giurgiulesti (Danube, 133.0 km) P 80-64 ... P 80-04-01 Tulcea (Danube, 34.0 Mm-42.0 Mm) Autonomous port of Paris: ... x ... x ... Bonneuil-Vigneux (Seine, 169.7 km) ... Melun (Seine, 110.0 km) x ... - ... x ... Montereau (Seine, 67.4 km) ... - - ... 80-06-01 P - Bruyères-sur-Oise 96.9 (Oise, km) - x P 80-08-01 ... x - Osijek 80-01-01 P (Drava, 14.0 km) Lagny (Marne, 149.8 km) x x ... - x x ... x - x x ... x - Under construction x x x x x x x - x - x x x x x x x x x x x x (2013 project) Containers x (Containers: under construction) - x (Containers: in project) Informal document SC.3/WP.3 No. 16 (2011) page 77 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS General and bulk cargo General and bulk cargo General cargoes, timber, construction materials, coal, dross Dry bulk general and cargoes General cargoes, timber, construction materials, ore, dross General cargoes, timber, construction materials, coal, ore - x x x x x x x x x x 8 ** … RAIL ACCESS ACCESS
- - - - - x x x 7 ** … RO-RO
- - - x x x 6 … 40' CARGO HANDLING
- - x x x x 5 … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x 4 … > 10.0 > 10.0 million million tonnes
x x x 3 … million tonnes 3.0-10.0 CAPACITY x x x x x x x x
x x - - x - - x CARGO HANDLING x x x x x x x x x - - x x - x - x 2 … 0.5-3.0 0.5-3.0 million tonnes
8
6
9
6 1
47.0 km) 47.0 cargo General - x - - x 6 áh, 210.8-211.2 km) E PORTS (Váh, 73.8 - 74.3 km) x x x x x ín (Váh, 158.5-159.0 km) x x any (Váh, 124.4 124.7- km) x ď č ť a (Váh, 54.4 - 54.8 km) km) 54.8 - 54.4 (Váh, a ľ adca (Váh-Oder Link, ... km)adca (Váh-Oder... Link, Medgidia (Danube-Black Sea Canal, 37.5 km) Ismail (Danube-Kilia Arm, 93.0 km) Oust-Dunajsk (Danube-Kilia 0 Arm, km) Ša Hlohoveckm)124.7 124.4 (Váh, - Nové mesto nad Váhom 137.4(Váh, - 137.7 km) Dubnica (Váh, 168.1-168.5 km) Považská Bystrica (V Č Eysk (Taganrog Bay) km) 3134.0 (Don, Rostov Bender (Nistru,km) 228.0 Constanta (Danube-Black Sea Canal, 0.0 km) Azov (Don, 3168.0 km) Oust-Donetsk (Don, 2997.0 km) P 80-01-02 80-14-01 P Senta 122.0(Tisza, km) 80-14-02 P 80-09-01 P P 80-09-02 80-09-03 P Arm, Kilia (Danube-Kilia P 81-01 P 81-02 Komárno (Váh, 0.0 km) P 81-03 P 81-04 Sere P 81-05 P 81-06 x Pieš P 81-07 P 81-08 Bay) Tren P 81-09 P 81-10 (Taganrog Púchov (Váh, 192.9 -193.4 km) P 81-11 90-01 Taganrog P 81-12 x Žilina(Váh, 242.0-243.0 km) P P 90-02 x P 90-03 … … … … P 90-04 x P 90-05 x x P 90-03-01 x 90-03-02 P Belgorod Dnestrovskiy (mouth of the Dnestr River) x - x … … x … x x … x x … x … … Informal document SC.3/WP.3 No. 16 (2011) page 78 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Construction foreseen Focused on chemical fluids through pipeline Sea port with connection inland to waterway Sea port with connection inland to waterway Sea port with connection inland to waterway Construction foreseen Construction foreseen x x x x x 8 ** x … … … … … … RAIL ACCESS ACCESS
x 7 ** x … … … … … … RO-RO x x x x x 6 x … … … … … … 40' CARGO HANDLING x x x x x 5 x … … … … … … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x 4 … … … … > 10.0 > 10.0 million million tonnes
x x x 3 x … … … … million tonnes 3.0-10.0 CAPACITY
x x x x x Sea port connectionwith inland to waterway CARGO HANDLING x x x 2 … … … … 0.5-3.0 0.5-3.0 million tonnes Milano Terminale) x … … … … Starting up 1 E PORTS Lodi (Milano-Po Canal, 20.0 km from Milano Terminale) Cremona (Milano-Po Canal, 55.0 km from Milano Terminale) Mantova Viadana (Po) Mantova S. Benedetto (Po) Ferrara (Po, 200.0 km from Milano Terminale) Chioggia (Po-BrondoloTerminale)from285.0 Canal, Milano km Nogaro (Veneta Lateral Waterway, 355.0 km from Milano Terminale) Trieste (AdriaticSea) Pavia 98.0 (Po, km from Conca di Cremona) Ferrara (Ferrara-Porto Garibaldi Canal) Garibaldi (Ferrara Waterway, 80.0 km from Ferrara) Mantova (Valdaroand privateports) (Mantova-Adriatico Canal, 0.0 km and Mantova Lakes) Monfalcone (Veneta Lateral Waterway, 410.0 km from Milano Terminale) P 91-01 (Po) P 91-02 Milano Terminale (Milano-Po Canal, 0.0 km) Cremona-Casalmaggiore P 91-03 91-04bis P 91-04 Pizzighetone (Milano-Po Canal, 40.0 km from P P 91-04ter P 91-05 P 91-05bis Boretto … R. Emilia Centrale 120.0(Po, km from Milano Terminale) x P 91-05ter P 91-06 … … Mantova Revere (Po) … x P 91-07 P 91-08 … Adria (Mantova-Adriatico Canal, 265.0 km from Milano Terminale) P 91-09 … x P 91-10 Marghera (Laguna Veneta, 300.0 km from Milano Terminale) … P 91-11 … … P 91-12 … … P 91-02-01 Construction foreseen 91-02-02 P Piacenza (Po, 35.0 km from Conca di Cremona) … … P 91-02-03 x … 91-04-01 P Casale Monferrato x (Po, 183.0 km from Conca di Cremona) … Under construction or planned P 91-04-02 x … 91-04-03 P Ferrara S. Giovanni Ostellato (Ferrara-Porto Garibaldi Canal) … P 91-06-01 x … x Porto Tolle Grande, (Po 260.0 km from Milano Terminale) … 91-01-01 P x x x … … x … Sea port with connection inland to waterway … … … … … … … … … … … Construction foreseen … … … … … … Construction foreseen Informal document SC.3/WP.3 No. 16 (2011) page 79 9 AND COMMENTS COMMENTS AND OTHER CHARACTERISTICS Private port. Public port in project. Sea port with connection inland to waterway x 8 ** … … … RAIL ACCESS ACCESS
x 7 ** … … … RO-RO x 6 … … … 40' CARGO HANDLING x 5 … … … 20’ 20’ CONTAINERS ** EQUIPMENT AVAILABLE FOR
x 4 … > 10.0 > 10.0 million million tonnes
3 … million tonnes 3.0-10.0 CAPACITY
CARGO HANDLING x x 2 … … … … … … … … … … … … 0.5-3.0 0.5-3.0 million tonnes 1 E PORTS Mantova Ostiglia (Mantova-Adriatico Canal, 30.0 km) Canda (Mantova-Adriatico Canal) Porto Levante (Po di Levante Mouth) Ravenna Conca di Volta Grimana (Fissero-Tartaro-Canalbianco Waterway, 170.0 km) 91-01-01bisP Mantova Roncoferraro/Governolo (Mantova-AdriaticoCanal) 91-01-02 P P 91-01-03 P 91-01-03bis x Verona Legnago ( Mantova-Adriatico Canal, 65.0m) P 91-01-04 P 91-01-04bis Rovigo (Mantova-Adriatico Canal, 140.0 km) 91-01-05 P x P 91-03 -01 … … … x … … … … x … x x Informal document SC.3/WP.3 No. 16 (2011) page 80
Annex 5
Notes to Tables 1, 2, 3
Notes to Table 1 1 When bridge is not open air draught is 11.50 m for mean high water (MHW) at normal Amsterdam Peil (Dutch reference water level = mean sea tide level) (NAP) + 0.96 m. 2 Only permitted when proceeding downstream. 3 Depending on the tide water level prevailing. 4 All bridges are movable. 5 Sea-going vessels measuring 175.00 m x 25.00 m x 8.80 m are admitted. 6 For fixed low water level for rivers (OLW) NAP – 0.20 m. 7 When bridge is not open air draught is 12.00 m for MHW NAP + 0.96 m. 8 For OLW NAP + 0.15 m. 9 For sea-going vessels measuring 256.00 m x 34.00 m x 12.25 m. 10 For fixed low water level (OLR) at Lobith NAP + 7.95. 11 For water level at high river discharge at Lobith NAP + 15.58 m (Marke II). For mean water level at Lobith NAP + 10.10 m. 12 Fairway depth, below GLW 2002 (between Emmerich and Duisburg: 2.80 m below GLW). 13 When going downstream; reduced to 22.90 m in low water conditions. 14 Fairway depth, below high water level (GLW) 2002. 15 Fairway depth, below GLW 2002 (between St. Goar and Mainz: 1.90 m below GLW). 16 The height under the railway bridge at Strasbourg Kehl is currently 6.75 m at HNWL (highest navibale water level). 17 The secretariat was informed by the Government of France that the Rhône-Rhine Canal project has been abandoned. 18 Bridge at Avignon–- 6.30 m, Bridge at Tarascon – 7.40 m, bridge at Arle – 7.88 m. 19 Fos - Port of Marseille section is not operable because of closure of the Rove tunnel. 20 The under-bridge headroom requirement for this class cannot be met. 21 Restrictions apply with regard to two-way traffic. 22 Single units and convoys of up to 90 m in length and 9.60 m in width, may draw up to 2.80 m. 23 From 113.0 km to 124.0 km – 5.50 m. 24 The draught may be reduced to 2.10 m for twenty days a year at low water level downstream of Iffezheim. 25 These figures correspond to a level of 5.00 m on the scale at Bâle-Rheinhalle and take into account security clearance of 40 cm. 26 The Mittlere Brücke is determining for the section Bâle-Rheinfelden. It has 5.10 m headroom for each arch over a width of 17.00 m at the highest navigable flood level. 27 No dimension established for inland navigation vessels; sea-going ships measuring 325.0 m x 42.00 m x 13.10 m are admitted. 28 The depth required for this category cannot be guaranteed (depending on the water level prevailing). 29 30 Above mean water level. 31 Fairway depth, below GLW 89. 32 Depending on the water level prevailing. 33 The total length of the Lüneburg Shiplift is 100 m; single units of up to 100 m in length are accepted.
* Private Port ** Legend: x available - not available … no information
Informal document SC.3/WP.3 No. 16 (2011)
34 This project is not expected to be realized in the near future. 35 Maximum permissible draught on the section Mĕlník-Praha Radotín – 1.8 m and on the section Praha Radotín-Slapy – 1.2 m. 36 The permissible length-of-convoy requirement for this class cannot be met. 37 Class to be agreed by the Governments of Poland and Germany. 38 According to the information of the Government of Poland. 39 Estimated depth of the channel exceeded during 20 ice-free days a year on average. 40 According to the information received from the Government of Germany. 41 Non-navigable waterway. A weir in Kozlowice, downstream of Brest, has no navigational locks and constitutes a main obstacle. 42 During the locking procedure the pusher is to enter the chamber alongside the barges. 43 Periodically, at a low water level, the maximum draught is limited to 3.00 m. 44 Fairway depth. 45 Limitation draught on the section from Gorodetski Lock to Nizhniy Novgorod (length, 56 km). 46 At a project water level. 47 On the Sarapul-Chaikovsky section (68 km in length). On other sections the maximum navigable draught is 3.50 m. 48 Vessels of a greater length may be allowed if their width is approved. The length of pushed convoys of 83.0 m is allowed only up to 126.0 km; from this point up to 210.0 km the length of up to 60.0 m is allowed. 49 The draught of 3.80 m is ensured on 162 km of the river (from its mouth to 135.0 km and on 27 km between the Pocinho weir and Spanish port Vega Terron). On the rest of the river the draught of 2.00 m is ensured. 50 This figure is reduced to 6.60 m under the bridge of Ferradosa at 151.0 km. 51 This waterway is not mentioned in the AGN Agreement. 52 The lowest height is under the Westminster Bridge. 53 The maximum dimensions of vessels are applicable in daylight and good visibility. The Swedish Maritime Administration can grant exceptions from the maximum size up to 130 m x 19 m x 6.80 m. 54 Single units of 86.0 m x 9.50 m and convoys of 147.0 m x 9.00 m may obtain special permission for navigation. 55 As an alternative to the waterway via the Szkarpawa River. 56 Improvement of the Untere Havel Wasserstraße is under way to the south of Wustermark. 57 No restriction when bridges are open. 58 Under-bridge headroom at the Koblenz rail bridge is reduced to less than 6.00 m on about 50 days per year. 59 Except for road bridge Auheim at 59.56 km, where an under-bridge headroom of 4.39 m applies. 60 Vessels exceeding 90 m in length are subject to additional requirements regarding the carriage of equipment. 61 Except for Kettenbrücke and Löwenbrücke Bridges at Bamberg, where an under- bridge headroom of 5.41 m applies. 62 A special permit is required when the draught exceeds 2.50 m. 63 At the minimum regulated navigable water level (ENR) existing for 96 % of the ice-free period, established on the basis of the flows observed over a period of 40 years (fairway depth). 64 The single-unit permissible length and width requirement for this class cannot be met. 65 Road bridge at Pfatter. 66 Only vessels with a beam of up to 11.40 m may navigate downstream. 67 Railway bridge at Deggendorf. 68 Luitpolbrücke at Passau. 69 Maximum draught according to Police Regulations; 2.70 m fairway depth at LNWL.
Informal document SC.3/WP.3 No. 16 (2011) page 82
70 Road/railway bridge at Linz. 71 Maximum draught according to Police Regulations; 3.00 m fairway depth at LNWL. 72 Maximum draught according to Police Regulations; 2.20 m fairway depth at LNWL at several bars. 73 Road bridge at Stein/Mautern. 74 Bridge at Bratislava (1868.1 km). At a water level of + 619 cm according to the Bratislava/Devín hydrometric station. 75 Data concerning this section have been submitted by the Slovak Government. 76 Bridge at Budapest – Lánchid (1647.0 km). 77 Bridge at Bajá (1480 km). 78 Temporary road/railway bridge at Novy Sad (1,254 km). 79 Data received from the Government of Serbia. The higher values of draught and air draught of up to 5 m and 13.50 m, respectively, are ensured on request and against payment of costs. 80 Data received from the Government of Romania. 81 Minimum height at normal water level varies from 8.54 m to 9.31 m; at the highest navigable water level (HNWL) it varies from 5.15 m to 6.89 m. 82 The difference in kilometrage is due to the difference in measurements between Serbia and Croatia. 83 Footnote by Ukraine: Data concerning this section of the E80-09 waterway are based on the results of the completion of stage one of the Ukrainian project on the reopening of the Danube-Black Sea navigable waterway. Definitive data related to the project will be presented after the full completion of the project, to be undertaken in accordance with the provisions of applicable international environmental agreements and conventions. Footnote by Romania: Data concerning this section of the E 80-09 waterway are provisional. Definitive data related to the Ukrainian project of building a deep-water navigable waterway on the Kilia Arm and Bystroe outlet into the sea of the Danube River are pending the full assessment of the environmental impact and the full and faithful observance of applicable international agreements and conventions. 84 On the section from the Kochetovsky hydroelectric complex to Azov (165 km in length). On other sections, the maximum navigable draught is 3.50 m. 85 No direct link Po - Adriatic Sea is possible because of sand banks at the estuary of the Po River.
Notes to table 2 1 In operation in case of storm flood, otherwise open connection. 2 Datum: Gleichwertiger Wasserstand "GLW" i.e. a long-term mean water level exceeded on all but 20 ice-free days per year. 3 Maximum dimensions of convoys admitted are 180.0 x 22.90 m and 186.5 x 22.90 m, respectively. * The secretariat was informed by the Government of France that the Rhône-Rhine Canal project has been abandoned. 4 Datum: normal canal water level. 5 Datum: hydrostatic water level. 6 Normally open. 7 The lock is only used as a flood gate: the lock is normally open, it's only closed if the waterlevel on the Maas River reaches a certain limit. 8 Depending on the tide water level prevailing. 9 On account of the particular shape and outline of the locks’ chambers, single units of not more than 80.0 m in length and 8.25 m in width are admitted. 10 Lock gate width is 11.00 m. 11 These locks are located one after the other allowing the passage of convoys of up to 190.0 m in length.
Informal document SC.3/WP.3 No. 16 (2011)
12 This is the width of gates. The width of chambers is 16.00 m. 13 Limitation draught at the Gorodetski Lock. At other locks a draught of 4.00 m is ensured. 14 From Dubna to the Moskva Northern Port depth at sills is 4.00 m. 15 Additional gate of the lock. 16 Datum: Low regulated navigable water level (LRN) i.e. a mean water level exceeded on 94 per cent of ice-free days per year. 17 190.0 m after the completion of the reconstruction. 18 Limitation draught at the Kochetovski Lock.
Notes to Table 3 1 After the construction of a new link Gent-Zeebrugge (E 07). 2 The secretariat has been informed by the Government of France that the port does not exist. 3 This port is not mentioned in the AGN Agreement. 4 5 The port of Warszawa is not equipped for cargo handling. The Polish Government proposes, therefore, to delete it from the Blue book and from the AGN Agreement. 6 Distance from Moskva Southern Port. 7 In the AGN Agreement this port is mentioned as P 80-14-01. 8 In the AGN Agreement this port is mentioned as P 80-14-03. 9 New port to be built.